Construction processes

Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering

Volumn 4, Issue , 2009, Pages 3006-3135

  Chu, Jian ^a   Varaksin, Serge ^b   Klotz, Ulrich ^c   Mengé, Patrick ^b  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

^b Zublin International GmbH ^*  (Belgium)

^c DEME   (Germany)

Author keywords

Deep excavation; Dredging; Ground improvement; Hazard mitigation; Land reclamation; Tunnelling

Indexed keywords

CASE HISTORY; CONSTRUCTION METHOD; CONSTRUCTION PROCESS; DEEP EXCAVATION; GEOTECHNICAL; GROUND IMPROVEMENT; HAZARD MITIGATIONS; LATEST DEVELOPMENT; NATURAL HAZARD;

CONCRETE CONSTRUCTION; DREDGING; GEOTECHNICAL ENGINEERING; GROUNDWATER; HAZARDS; LAND RECLAMATION; SOIL MECHANICS;

TUNNELING (EXCAVATION);

EID: 84865163444     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.3233/978-1-60750-031-5-3006     Document Type: Conference Paper

References (533)

1. Abuel-Naga, H., Bergado, D.T., Bouzza, A., & Ramana, G. V. 2007. Volume change behavior of saturated clay under drained heating conditions: experimental results and constitutive modeling. Canadian Geotechnical Journal, 44: 942-956.
2. Abu-Krisha, A., 2004, Design and Construction of the Deepest Diaphragm Wall in Cairo. Proceedings of the 30th ITA-AITES World Tunnel Congress, 2004, Singapore: G15.
3. Addenbroke, T.I., Potts, D.M. & Dabee, B., 2000. Displacement Flexibility Number for Multipropped Retaining Wall Design. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 126(8), 718-726.
4. Akbulut, S., & Saglamer, A. 2002. Estimating the groutability of granular soils: a new approach. Tunnelling and Underground Space Technology, 17(4): 371-380.
5. Almeida M. S.S., Jamiolkowski M. & Peterson R.W., 1991, Preliminary Results of CPT tests in Calcareous Quiou Sand, Proceedings of the First International Symposium on Calibration Chamber Testing/ISOCCTI, Potsdam, New York, 28-29 June: 41-53.
6. Alostaz, Y., Hagh, A. & Pecora, J., 2004. Design and Construction of a Support of Excavation System for a Deep Cut-and-Cover Tunnel in Downtown Boston. Proceedings: Fifth International Conference on Case Histories in Geotechnical Engineering, New York, Paper No. 1.39
7. Al-Shafei K.A., 1999, Engineering for Calcareous sediments, Proceedings of the Second International Conference on Engineering for Calcareous Sediments, A.A. Balkema, Rotterdam, Ed. Al-Shafei K.A., Bahrain, 21-24 February.
8. Alshawabkeh, A.N., & Sheahan, T. 2002. Stabilizing fine-grained soils by phosphate electro-grouting. Journal of the Transportation Research Board, No. 1787: 53-60.
9. Anagnostopoulos, C. & Georgiadis K., 2001. Behaviour of an instrumented circular diaphragm wall. Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul: 1061-1064
10. Andersen, K.H., Murff, J.D., Randolph, M.F., Clukey, E.C., Erbrich, C.T., Jostad, H.P., Hansen, B., Aubeny, C., Sharma, P. & Supachawarote, C. 2005. Suction anchors for deepwater applications. Keynote lecture, International Symposium on Frontiers in Offshore Geotechnics, Perth, Australia, 19-21 Sept, Taylor and Francis: 3-30.
11. Anderson, T.C., 1998. Anchored deep soil mixed cutoff/retaining walls for Lake Parkway projekt in Milwaukee, W.I. Design and Construction of Earth Retaining Systems, ASCE, 1-13.
12. Andrews D.C. & McInnes D.B., 1980, Vibroflotation of Calcareous Sands, Third Australia-New Zealand Conference on Geomechanics, Wellington, 12-16 May: 1-45 to 1-52.
13. Arnaiz, M., Presa, J., Perez, C., Oteo, C., Serrano, S. & Torres, J., 2007, Construction of a tunnel with a Ø of 15.20m, in clayey gypsum ground. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Rotterdam: Millpress Science Publ., 1873-1881.
14. Arslan, H., Alawneh, A.S., & Rabadi, R. 2007. Influence of tamper weight shape on dynamic compaction. Ground improvement, 11(2): 61-66.
15. Arulrajah, A., Abdullah, A, Bo, M.W. & Bouazza, A. 2009. Ground improvement techniques for railway embankments, Ground Improvement, 162(1): 3-14.
16. Arulrajah, A., Bo, M.W., Chu, J. & Nikraz, H. 2009. Instrumentation at Changi land reclamation project, Singapore. Geotechnical Engineering, Proc. Inst of Civil Eng, 162(1): 33-40.
17. ASTM C476, 2008. Standard Specifications for Grout for Masonry.
18. ASTM D4253-00, 2006. Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.
19. ASTM D4254-00, 2006. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.
20. Auvinet G. & Romo Organista, M.P., 1998. Deep excavations in Mexiko City soft clays. Big Digs Around the World, ASCE, 25-43.
21. Avalle, D.L. 2004. Ground improvement using the "square" Impact Roller - case studies. Proc. 5th International Conference on Ground Improvement Techniques, Kuala Lumpur: 101-108.
22. Avsar S., Bakker M., Bartolomeeusen G. & Vanmechelen J., 2006, Six sigma quality improvement of compaction at the New Doha International Airport Project, Terra et Aqua, No. 103, 14-22.
23. Bair, J. & Koleber, M.L. 2006. Seismic rehabilitation of Saluda Dam, Geo-Strata, ASCE, 7(6), 12-17.
24. Bäppler, K, & Martos, A., 2006, Large Daimeter TBM. State of the art. Technology Innovation in Underground Construction TUNCONSTRUCT
25. Bäppler, K., 2007, Mix-shields for Shanghai motorway tunnels. Tunnel 7/2007: 53-59.
26. Bäppler, K., Burger, W. & Longchamp, P., 2006, TIMBY - new tunnelling concept for crossing watercourses. Tunnel. 6: 22-27.
27. Barley, A.D. & Windsor, C.R. 2000. Recent advances in ground anchor and ground reinforcement technology with reerence to the development of the art. Proceedings of GeoEng2000, Melbourne, Australia.
28. Bao, C.G. 1994. Applied Technologies of Geotextile Materials on Dike Engineering, China Water Power Press Publ. (in Chinese).
29. Bartolomeeusen G. & Symons R., 2007, Major Hydraulic Engineering projects in the Gulf Region, PIANC Magazine "On Course", No 130.
30. Bathurst, R.J. & Jones, C.J.F.P. 2001. Earth retaining structures and reinforced slopes. Chapter 17, Geotechnical and Geoenvironmental Engineering Handbook: R.K. Rowe (Ed), Springer, 501-538.
31. Bergado, D.T. & Lorenzo, G.A. 2005. A full-scale study on cement deep mixing in soft Bangkok clay, Chapter 11, Ground Improvement - Case Histories, B. Indraratna & J. Chu (Eds.), Elsevier, 305-326.
32. Bergado, D.T., Anderson, L.R., Miura, N., & Balasubramaniam, A.S. 1996. Soft Ground Improvement in Lowland and Other Environments. ASCE Press, ASCE, New York, USA.
33. Bergado, D.T., Balasubramanium, A.S., Patawaran, M.A.B. & Kwunpreuk, W., 2000, Electro-osmotic consolidation of soft Bangkok clay with prefabricated vertical drains, Ground Improvement, 4: 153-163.
34. Bergado, D.T., Chai, J.C., Miura, N. & Balasubramaniam, A.S. 1998. PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading. J. Geot. Eng., Southeast Asian Geot. Soc., 29(1): 95-122.
35. Bergado, D.T., Balasubramaniam, A.S., Fannin, R.J. & Holtz, R.D. 2002. Prefabricated vertical drains (PVDs) in soft Bangkok clay: a case study of the new Bangkok International Airport project. Canadian Geotechnical Journal, 39(2):304-315.
36. Bezuijen A. & van Tol, A.F. 2007. Compensation grouting in sand, fractures and compaction. Proceedings 14th European Conference Soil Mechanics and Geotechnical Engineering, Madrid. (Cuellar et al., eds). Millpress Science Publishers, Rotterdam, 1527-1562.
37. Bilotta, E., 2008, Use of diaphragm walls to mitigate ground movemetns induced by tunnelling. Geotechnique, 58(2): 143-155.
38. Bishop, J., Bearss, G., & Egorov, A. 2007. The emerging technology of EHDE as applied to deep foundations, Proceedings of the 32nd Annual Conference on Deep Foundations. Colorado Springs, CO, USA.
39. Bjerrum, L., Moum, J., & Eide, O. 1967. Application of electro-osmosis to foundation problem in Norwegian quick clay. Géotechnique, 17(3): 214 - 235.
40. Blackburn J.T., Sylvester, K. & Finno, R.J., 2005, Observed bracing responses at the Ford Design Center excavation. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, Rotterdam: Millpress Science Publ., 1443-1446.
41. Bo, M.W. & Choa, V. 2004. Reclamation and Ground Improvement. Thomson.
42. Bo, M.W., Chu, J. & Choa, V. 2005. The Changi East reclamation project in Singapore. Chapter. 9, Ground Improvement Case Histories, B. Indraratna & J. Chu (Eds.), Elsevier: 247-276.
43. Bo, M.W., Chu, J., Low, B.K. & Choa, V. 2003. Soil Improvement: Prefabricated Vertical Drain Technique: Thomson Learning
44. Bonzanigo, L., Eberhardt, E. & Loew. S. 2000. Measured response to a drainage adit in a deep creeping slide mass. Proceedings of the 8th International Symposium on Landslides. 26 - 30 June, Cardiff, Wales: 151-156.
45. Boone, S.J. & Crawford, A.M., 2000. Braced excavations: Temperature, elastic modulus and strut loads. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 126(10), 870-881.
46. Borchert, K.-M., Mittag, J. & Richter, Th., 2006, Erfahrungen und Risiken bei Düsenstrahlsohlen in Trogbaugruben. Vorträge der Baugrundtagung 2006 in Bremen, Deutsche Gesellschaft für Geotechnik e. V., 119-126.
47. Borel, S. 2007. Soil mixing innovations: Geomix, SpringSol and Trenchmix. Presentation at Joint BGA/CFMS meeting, London.
48. Brachman, R.W.I., Martin, C.D., & Gilliss, S.A. 2004. Grout field trials in outwash sands. Can. Geotech. J., 41(1): 1-11.
49. Brandl, H. 2006. Energy foundations and other thermo-active ground structures. Geotechnique, 56(2): 81-122.
50. Brandl, H., 2007, The collapse of a deep excavation pit in urban surroundings. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Rotterdam: Millpress Science Publ., 545-552.
51. Bray R.N., 2004, Dredging for Development, IADC and IAPH, Ed. Bray R.N.
52. Bray R.N., 2008, Environmental Aspects of Dredging, IADC/CEDA, Taylor & Francis/Balkema, Ed. Bray R.N.
53. Bray R.N., Bates A.D. & Land J.M., 1997, Dredging, A Handbook for Engineers, Second Edition, Butterworth Heinemann Publishing.
54. Briaud J.L. & Gibbens R., 1999, Behavior of five Large Spread Footings in Sand, Journal of Geotechnical and Geoenvironmental engineering, 125(9), September: 787-796.
55. Briaud, J.-L., Nicholson, P. & Lee, J., 2000. Behaviour of Full-Scale VERT Wall in Sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 126(9): 808-818.
56. Briaud, J.-L. 2008. Case histories in soil and rock erosion: Woodrow Wilson Bridge, Brazos River Meander, Normandy Cliffs, and New Orleans Levees. The 9th Ralph B. Peck Lecture, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(10): 1424-1447.
57. Briaud, J.-L., Chen, H.C., Govindasamy, A.V., Storesund, R., 2008, Levee erosion by overtopping in New Orleans during the Katrina Hurricane", 134(5), Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 618-632.
58. BS8006. 1995. Code of practice for strengthened/reinforced soils and other fills
59. BS EN 12715. 2000. Execution of special geotechnical work. Grouting
60. BS EN 13361. 2004. Geosynthetic barriers. Characteristics required for use as a fluid barrier in the construction of reservoirs and dams
61. BS EN 13491. 2004. Geosynthetic barriers. Characteristics required for use as a fluid barrier in tunnels and underground structures.
62. BS EN 13492. 2004. Geosynthetic barriers. Characteristics required for use in the construction of liquid waste disposal sites, transfer stations or secondary containment
63. BS EN 1537. 2000. Execution of special geotechnical work. Ground anchors
64. BS EN 14679. 2005. Execution of special geotechnical works. Deep mixing
65. BS8081. 1989. Code of practice for ground anchorages
66. Broms, B.B. 1979. Problems and solutions to construction in soft clay. Proc. 6th Asian Regional Conf on Soil Mech. Found. Eng., Singapore, 2: 3-38.
67. Broms, B.B. 1991. Deep compaction of granular soils. In H.Y. Fang (Ed.), Foundation engineering handbook, 2nd edn Van Nostrand Reinhold, New York, 814-832.
68. BTS, 2005, Closed-face tunnelling machines and ground stability - a guideline for best practice. Thomas Telford, London
69. Buecker, K., St. Assenbacher, S., Koester, S. & Otten, B., 2006. Cologne's north-south urban light railway, part III - shield excavation. Tunnel, 7: 10-21.
70. Burgos, M., Francisco, S., & Alonso, J. J. 2007. Improvements carried out in very soft dredged mud soil in the Port of Valencia (Spain). Soft Soil Engineering, eds. Chan, D. and Law, K.T.: 231-236.
71. Burke, G.K., Cacoilo, D.M., & Chadwick, K.R. 2000. Super jet grouting: new technology for In situ soil improvement. Transportation Research Record: Journal of the Transportation Research Board, No. 1721: 45-53.
72. Burland, J.B., 1995. Assessment of risk of damage to buildings due to tunnelling and excavation. 1st international conference on earthquake geotechnical engineering, Tokyo. Balkema, Rotterdam, 3: 1189-1201.
73. Cacoilo, D., Edinger, P. & Tamaro, G., 2001. Design and performance of a tied-back sheet pile wall in soft clay. Design and Construction of Earth Retaining Systems, ASCE, 14-25.
74. Cacoilo, D., Tamaro, G., & Edinger, P., 1998. Design and performance of a tied-back sheet pile wall in soft clay. Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Rotterdam: A.A. Balkema: 1287-1290.
75. Candogan, A., & Düzceer R., 2001. Total failure prevention of an anchored excavation wall. Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul: 1285-1288.
76. Casagrande, L. 1983. Stabilization of soils by means of electro-osmosis-state-of-the-art. Journal of the Boston Society of Civil Engineering Section, ASCE, 69(2): 255-302.
77. Chai, J.C., & Miura, N. 2005. Cement/lime mixing ground improvement for road construction on soft ground. Chapter 10, Ground Improvement - Case Histories: B. Indraratna & J. Chu (Eds), Elsevier, 279-304.
78. th Seoutheast Asian Geotechnical Conf., 8-11 May, Subang Jaya, Malaysia, 137-152.
79. Chang, W.J., Rathjeb, E.M., Stokoe II, K.H. & Cox, B.R. 2004. Direct evaluation of effectiveness of prefabricated vertical drains in liquefiable sand, Soil Dynamics and Earthquake Engineering, 24, 723-731
80. Charles, J.A., & Watts, K.S. 1982. A field study of the use of the dynamic consolidation ground treatment technique on soft alluvial soil. Ground Engineering, July: 17-25.
81. Charlie, W.A., Jacobs, P.J., & Doehring, D.O. 1992. Blasting-induced liquefaction of an alluvial sand deposit. Geotechnical Testing Journal, ASTM, 15(1): 14-23.
82. Chen, H., & Bao, X.C. (1983). Analysis of soil consolidation stress under the action of negative pressure. Proceedings of the European Conference on Soil Mechanics and Foundation Engineering, 2: 591-596.
83. Chen, M., Pei, M., & Hwang, R., 1998. Construction of the Taipei Rapid Transit Systems. Big Digs Around the World, ASCE, 25-43.
84. Chen, S.P. 2000. Geological hazard prevention and rehabilitation techniques. Unpublished seminar presentation.
85. Chirica, A., Olteanu, A., Serbulea, M.S., Enescu, C. & Ungureanu, N., 2004. Interaction with nearly environment and old structure for a deep excavation - case histories Proceedings Fifth International Conference on Case Histories in Geotechnical Engineering, New York, Paper No. 1.06.
86. Chiriotti, E., Avgnina, N., & Grasso, P. 2006. Compensation grouting for TBM tunneling beneath shallow-cover. Proc. 5th Int. Symposium Geotechnical aspects of Underground Construction in Soft Ground: 377-382.
87. Choa, V. 1989. Drains and vacuum preloading pilot test. Proc. Int. Conf. Soil Mech Found Eng. 2: 1347-1350.
88. Chopin, M. 2008. Ground Improvement with Grouting Admixtures, TC17 WG-E report.
89. Chu J., Bo M.W. & Arulrajah A., 2009a, Reclamation of a slurry pond in Singapore, Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, 162(1): 13-20.
90. Chu J., Bo M.W. & Arulrajah A., 2009b, Soil Improvement works for an Offshore Land Reclamation, Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, 162(1): 21-32.
91. Chu, J., Bo, M.W., & Choa, V. 2004. Practical considerations for using vertical drains in soil improvement projects. Geotextiles and Geomembranes, 22: 101-117.
92. Chu, J., Bo, M.W., & Choa, V. 2006. Improvement of ultra-soft soil using prefabricated vertical drains. Geotextiles and Geomembranes, 24(6), 339-348.
93. Chu, J., Goi, M.H., & Lim, T.T. 2005. Consolidation of cement-treated sewage sludge using vertical drains. Canadian Geotechnical Journal, 42(2): 528-540.
94. Chu, J., & Yan, S.W. 2005. Application of the vacuum preloading method in land reclamation and soil improvement projects. Chapter 3, Ground Improvement - Case Histories: B. Indraratna & J. Chu (Eds.), Elsevier, 91-118
95. Chu, J., & Yan, S.W. 2007. Ground improvement in disaster mitigation and rehabilitation works. Invited Special Lecture, Proc. 16 Southeast Asian Geotechnical Conference, Kuala Lumpur, 163-170.
96. Chu, J., Yan, S.W. & Indraratna, B. 2008. Vacuum preloading techniques - recent developments and applications. GeoCongress, New Orleans, Geosustainability and Geohazard Mitigation GPS 178, Reddy, KR, Khire, MV, Alshawabkeh, AN (eds): 586-595.
97. Chu, J., Yan, S.W., & Yang, H. 2000. Soil improvement by the vacuum preloading method for an oil storage station. Geotechnique, 50(6): 625-632.
98. Chu, J. Yan, S.W. & Zheng, Y.R. 2006. Three soil improvement methods and their applications to road construction. Ground Improvement, 10(3): 103-112.
99. Cognon, J.M. 1991. Vaccum consolidation. Révue Française Géotechnique, 57, 37-47.
100. Collin, J.G., Han, J., & Huang, J. 2005. Geosynthetic-reinforced column-support embankment design guidelines. Proceedings the North America Geosynthetics Society Conference.
101. Committee on Grouting 1980. Preliminary glossary of terms related to grouting, J. Geotech. Eng., Div., ASCE, 106(GT7): 803-805.
102. Cornforth, D.H. 2005. Landslides in Practice: Investigation, Analysis, and Remedial/Preventative Options in Soils: John Wiley & Sons.
103. Coupland, J. & Openshaw P., 2004. Channel Tunnel Rail Link - Contract 220 Graham Road Deep Vent Shaft. Proceedings: Fifth International Conference on Case Histories in Geotechnical Engineering, New York, Paper No. 5.47.
104. Coutts, D.R. & Wang, J., 2000. The monitoring and analysis of results for two strutted deep excavations in Singapore using vibrating wire strain gauges. Proceedings of the International Conference on Tunnels and Underground Structures in Singapore, A.A. Balkema: 465-471.
105. Cruden, D.M., & Varnes, D.J. 1996. Landslide types and processes. In A. K. Turner & R. L. Shuster (Eds.), Landslides: Investigation and Mitigation Transp Res Board, Spec Rep. 247, 36-75.
106. Cudmani, R.O. & Nagelsdiek, S. 2006. FE-analyses of ground freezing for the construction of a tunnel cross connection. Numerical Modelling of Construction Processes in Geotechnical Engineering for Urban Environment: Th. Triantafyllidis (Eds)
107. CUR 130, 1987, Manual on Artificial Beach Nourishment, Centre for Civil Engineering Research and Codes, Gouda, The Netherlands.
108. CUR 152, 1992, Artificial Sand Fills in Water, Centre for Civil Engineering Research and Codes, Gouda, The Netherlands.
109. Darby, A. & Wilson, R., 2006. Design of the smart project, Kuala Lumpur, Malaysia. Underground Space - the 4th Dimension. Taylor and Francis, London: 179-193.
110. De Cock, F. 2008. Ground anchors: overview of types, installation methods and recent trends. Proc. Int. Sypm. On Ground Anchors, Vol. 1, 14 May, Brussels
111. De Groot M.B., Stoutjesdijk T.P., Meijers P. & Schweckendiek T., 2007, Verwekingsvervloeiing in zand, Geotechniek 11-4, Oktober (in Dutch).
112. De Groot M.B., Van Adel H., Stoutjesdijk T.P. & Van Westenbrugge C.J., 1995, Risk of Dike Failure due to Flow Slides, Coastal Engineering, 26(3-4), December: 241-249.
113. th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 895-900.
114. th European Conf. Soil Mech. Geot. Eng., Madrid/Spain, Millpress Science Publ., 689-692.
115. Deng, J.H. 2008. Geological issues related to the Wenchuan earthquake in China, Invited Lecture, 3rd Conf on Geoenvironmental Engineering and Applications of Geosynthetics.
116. DeJong, J.T., Fritzges, M.B., & Nusslein, K. 2006. Microbially induced cementation to control sand response to undrained shear. Journal of geotechnical and geoenvironmental engineering, 132(11): 1381-1392.
117. Dembicki, E., & Zadroga, B. 1997. Polish experience in soil improvement using explosion techniques. Ground Improvement, 1(1): 19-24.
118. Dembicki, E., Cichy, W., Cudny, M., Imiolek, R., & Kisielowa, N. 2006. Explosive compaction of soils: design, applications and effectiveness. Unpublished presentation.
119. rd Conf on Geoenvironmental Engineering and Applications of Geosynthetics.
120. th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 1901-1906.
121. Dinglinger, J. & Jakobs, P., 2007. Minimising risks when underpinning the foundation of structures prone to subsidence by implementing additional safety measures, taking Cologne's North-south light rail line as an example. Connections by Tunnels - STUVA Tagung, Bauverlag, Guetersloh249-253.
122. Dong, Z.R.1998. Practical Techniques for Dike Stabilisation and Repair. China Hydraulic and Hydropower Publ. (in Chinese).
123. Donohoe, J.F., Corwin, A.B., Schmall, P.C., & Maishman, D. 2001. Ground freezing fro boston central artery contract section C09A4, jacking of tunnel boxes. Proceedings of Rapid excavation and tunnelling conference: 337-344.
124. Duc Long, P., 2001. Drilled-pile wall for deep excavation at Frederiksberg Station, Copenhagen. Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering, 2001, Istanbul: 1147-1150.
125. th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 559-564.
126. Dutta. S.C. 2007. Protection of coastal areas against Cyclone/Tsunamis Using Geosystems. Invited Presentation at TC39 Session in the 13Asia Regional Conf. on Soil Mech. And Geot. Eng., 11 Dec, Kolkata, India.
127. th Int. Offshore and Polar Engineering Conf, Vancouver, BC, Canada, July 6-11, 780-784.
128. Eriksson, H., Gunther, J., & Ruin, M., 2005, MDM combines the advantages of dry and wet mixing, Deep Mixing 2005, International Conference on Deep Mixing, Stockholm.
129. Essler, R., & Kitazume, M. 2008. Application of Ground Improvement: Deep Mixing. TC1 7 website: www.bbri.be/go/tc17
130. Essler, R., & Yoshida, H. 2004. Jet grouting: Ground Improvement Moseley, M.P. and Krisch, K. (eds), 2nd Ed. Spon Press: 160-196.
131. European Standard EN 12715. 2000. Execution of Special Geotechnical Work - Grouting.
132. European Standard EN 13250. 2001. Geotextiles and geotextile-related products - Characteristics required for use in the construction of railways.
133. European Standard EN 14475 (2006): Execution of special geotechnical works-Reinforced Fills.
134. Fang, S.L., Chen, H. & Wang, G. 2007. Methods for the protection of bridge piers against scour: a review. Advances in Hydraulic and Hydropower Engineering, 24(4), 84-89 (in Chinese).
135. Fenelli, G.B. & Ramondini, M., 1997. Monitoring the behaviour of a multi-anchored diaphragm in pyroclastic soil. Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, A.A. Balkema, 1315-1318.
136. Feng, T.-W., Chen, K.-H., Su, Y.-T., & Shi, Y.-C. 2000. Laboratory investigation of efficiency of conical-based pounders for dynamic compaction. Geotechnique, 50(6): 667-674.
137. FHWA Publication Number: IP-89-016. 1989. Design of Riprap Revetment. http://www.fhwa.dot.gov/engineering/hydraulics/library-arc.cfm?pub-number= 11&id=27
138. Finno, R.J., Voss, F.T., Rossow, E. & Blackburn, J.T., 2005. Evaluating Damage Potential in Buildings affected by Excavations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(10): 1199-1210.
139. Fowler, J. & Trainer, E. 1995 Overview of geocontainer projects in the United States. http://www.geotecassociates.com/publications.htm
140. Fowler, J., Stephens, T.C., Santiago, M. & de Bruin, P. 2002. Amwaj Islands constructed with geotube, Bahrain. http://www.geotecassociates.com/ publications.htm
141. Frech, R., Schwarz, H. & Maidl, U., 2004. Metro Line 9 in Barcelona. Tunnel 8/2004: 8-20.
142. Furudoi T. & Kobayashi M., 2007, A Case History of Kansai International Airport Phase II Projects, Large-Scale Reclamation Works on Soft Deposits, ISSMGE Bulletin, 1 (4).
143. Furudoi T., Tabata T. & Takata N., 2006, Large Scale Speedy Construction and Maritime safety Management with Advanced Technologies in Kansai Airport Phase II Project, 31st PIANC Congress, Estoril, Portugal, May.
144. Gallagher, P.M., Conlee, C.T., & Rollins, K.M. 2007. Full-Scale Field Testing of Colloidal Silica Grouting for Mitigation of Liquefaction Risk. Journal of Geotechnical and Geoenvironmental Engineering, 133(2): 186-196.
145. Gandhi, S.R., Dey, A.K., & Selvam, S. 1998. Densification of pond ash by blasting. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(10): 889-899.
146. Gatti, M.C. & Gassani, G., 2007. Ground loss control in EPB TBM tunnel excavation. Underground Space - the 4th Dimension. Taylor and Francis, London: 1141-1146.
147. th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ.
148. Gens, A., Mariano, A. Di, Gesto, J.M., and Schwarz, H. 2006. Ground movement control in the construction of a new metro line in Barcelona, Geotechnical Aspects of Underground Sonstruction in Soft Ground, Bakker et al. (eds), Taylor and Francis, London: 389-396.
149. Gilbert, R.B. 2007. Our role as engineers in mitigating natural hazards. GeoCongress, New Orleans, Geosustainability and Geohazard Mitigation GPS 178, Reddy, KR, Khire, MV, Alshawabkeh, AN (eds): 1-16.
150. Girmscheid, G., 2008. Baubetrieb und Bauverfahren in Tunnelbau. 2. Auflage. Ernst und Sohn, Berlin
151. Giroud, J.P. 1986. From Geotextiles to Geosynthetics: A Revolution in Geotechnical Engineering, Proceedings of the Third International Conference on Geotextiles. Vienna, Austria, April, 1: 1-18.
152. Glendinning, S., Jones, C.J.F.P. & Pugh, R.C. 2005a. Reinforced soil using cohesive fill and electrokinetic geosynthetics. International Journal of Geomechanics, 5(2): 138-146.
153. Glendinning, S., Jones, C.J.F.P. and Lamont-Black, J. 2005b. The Use of Electrokinetic Geosynthetics (EKG) to Improve Soft Soils, Chapter 35, Ground Improvement - Case Histories, B. Indraratna & J. Chu (Eds.), Elsevier: 997-1044
154. Glückert, J. & Voigt, T., 2005. Tiefe Baugruben in Schlitzwandbausweise beim Bauvorhaben RandstadRail - Statenwegtracé in Rotterdam. Vorträge zum 1. Hans Lorenz Symposium, Technische Universität Berlin.
155. th Southeast Asian Geotechnical Conference, Kuala Lumpur, 597-602.
156. Gohl, W.B., Jefferies, M.G., Howie, J.A., & Diggle, D. 2000. Explosive compaction: design, implementation and effectiveness. Geotechnique, 50(6): 657-665.
157. Gohl, W.B., Tsujino, S., Wu, G., Yoshida, N., Howie, J.A., & Everard, J. 1998. Field applications of explosive compaction in silty soils and numerical analysis. Geotechnical Special Publication, 1: 654-665.
158. Graf V. Schmettow, T., Jouaux, R. & Schwab, C, 2006. Nord-Süd Stadtbahn Köln Bechergasse: FE-Berechnungen zu einem komplizierten innerstädtischen Streckenabschnitt. Bauen in Boden und Fels - 5. Kolloquium der Technischen Akademie Esslingen, 2006: 285-299.
159. Grantz, W.C., Tanal, V., Ingerslev, C, Wang, J.N. & Richards, D. P., 2007. Immersed tunnels continue to meet the challenges of water crossings. Underground Space - the 4th Dimension. Taylor and Francis, London: 1499-1504.
160. Gray, D.H., & Leiser, A.T. 1982. Biotechnical slope protection and erosion control: Van Nostrand Reinhold Company Inc.
161. Gray, D.H., & Sotir, R.B. 1996. Biotechnical and soil bioengineering slope stabilization: a practical guide for erosion control: Wiley-IEEE.
162. Grönemeyer, K. & Schmidt, S., 2004. Baugrube Europa Passage Hamburg - Eine Herausforderung für den Spezialtiefbauer. Vorträge der Baugrundtagung 2004 in Leipzig, Deutsche Gesellschaft für Geotechnik e. V., 57-64.
163. Gunther, J., Holm, G., Westberg, G., & Eriksson, H. 2004. Modified Dry Mixing (MDM) - a new possibility in deep Mixing, International Conference in Deep Mixing. Los Angeles.
164. Han, J., Collin, J.G., & Huang, J. 2004. Recent development of geosynthetic-reinforced column-supported embankments. Paper presented at The 55th Highway Geology Symposium, Kansas City, Missouri, September: 7-10.
165. Handke, D. & Tempel, L., 2007. North-south urban light railway Cologne - a challenge for planning and construction - technical solutions for the accomplishment of the upcoming task concerning tunnels. Underground Space - the 4th Dimension. Taylor and Francis, London: 1161-1167.
166. Hansbo, S. 2005. Experience of consolidation process from test areas with and without vertical drains. In B. Indraratna & J. Chu (Eds.), Chapter 1, In Ground Improvement - Case Histories, Elsevier, 3-50.
167. Harris, D.I. 2001. Protective measures, Conference on Response of Buildings to Excavation - Induced Ground Movements: 135-176. Thomas Telford.
168. Hartmann, D., Wiegand, R. & Rieske, K., 2002. HDI-Sohlen in Berliner Böden - am Beispiel der Baugruben Franz. Botschaft, Akademie der Künste und Los 1.4A. Bauen in Boden und Fels - 3. Kolloquium der Technischen Akademie Esslingen, 701-706.
169. Hashash, Y, Marulanda, C, Kershaw, K.A., Cording, E.J., Cording, E.J., Druss, D.L., Bobrow, DJ. & Das, P.K., 2003. Temperature Correction ans Strut Loads in Central Artery Excavations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(6): 495-505.
170. Haussmann, R. & Douaihy, M., 2006. Baugrube Capital Plaza, Abu Dhabi - tiefe Baugrube mit einlagiger Stahlbetonaussteifung. Vorträge der Baugrundtagung 2006 in Bremen, Deutsche Gesellschaft für Geotechnik e. V., 105-104.
171. Haß, H., & Schäfers, P. 2006. Application of ground freezing for underground construction in soft ground. Geotechnical Aspects of Underground Construction in Soft Ground. The Proc 5th Int Conf of TC28: 15-17 June, Netherlands, Taylor & Francis.
172. He, K.S., & Shen, Z.J. 2001. Dredged fill treatment using horizontal wick drains with vibrating roller compaction. Soft Soil Engineering. Eds. C F. Lee et al: 525-529.
173. Henrch, J. 1979. The Dynamics of Explosion and Its Use. Elsevier.
174. Herr, R., 2006. Faster, larger, spanish: M-30 in Madrid/E. Tunnel 5/2006: 17-24.
175. Herrenknecht, M. & Bäppler, K., 2006. No-dig technologies for urban infrastructures. Proceedings International Conference and Exhibition on Tunnelling and Trenchless Technology, Malaysia, 35-50.
176. Herrenknecht, M. & Bäppler, K., 2007. The latest technology in mechanized tunnelling -the design of the world's largest EPB and slurry sheild TBMs. Underground Space - the 4th Dimension. Taylor and Francis, London: 1169-1173.
177. Hight, D.W., Geogiannou, V.N., Martin, P.L. & Mundegar, A.K. 1999. "Flow slides in micaceous sands", Problematic Soils, Yanagisawa, Moroto & Mitachi (eds), Balkerna, Rotterdam: 945-958.
178. Hilar, M., Thomas, A. & Falkner, L., 2005. The latest innovation in sprayed concrete lining - the lasershell method. Tunel (Magazine of the Czech tunnelling Committee and the Slovak Tunnelling Committee), 4: 11-16.
179. th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 1049-1054.
180. Holtz, R.D. 1975. Preloading by vacuum: current prospects. Transportation Research Record, No.5, 48: 26-79.
181. Holtz, R.D., Jamiolkowski, L.R., & Pedroni, R. 1991. Prefabricated Vertical Drains: Design & Performance. CIRIA Ground Engineering Report, Butterworth-Heinemann Ltd., London.
182. Holtz, R.D., & Schuster, R.L. 1996. Stabilization of Soil Slopes. Chapter 17 in Landslides: Investigation and Mitigation, Special Report No. 247, A. K. Turner and R. L. Schuster, editors, Transportation Research Board, Washington, D. C, 439-473.
183. Horodecki G.A. & Dembicki E. 2007. Impact of deep excavation on nearby urban area. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 575-580.
184. Horvath, J.S. 1995. Geofoam Geosynthetics. P.C. Scarsdale, N.Y., U.S.A.
185. Hsieh, H.S., Wang, C.-C. & Ou, C.-Y., 2003. Use of Jet Grouting to Limit Diaphragm Wall Displacement of a Deep Excavation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 192(2): 146-157.
186. th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, Rotterdam: Millpress Science Publ., 1485-1488.
187. Huang, R. 2008. Overview of ShanghaiYangtze River Tunnel Project, Geotechnical Aspects of Underground Construction in Soft Ground - Ng, Huang & Liu (eds), Taylor & Francis: 29-44.
188. th Southeast Asian Geot Conf 16-20 Nov: 6-20. Taipei, Taiwan.
189. Hui. T.H.H., Sun. H.W. & Ho. K.K.S. 2007. Review of slope surface drainage with reference to landslide studies and current practice, Geo Report No. 210, GEO, Civil Engineering and Development Dept.http://www.cedd.gov.hk/eng/ publications/geo-reports/doc/er210/er210links.pdf
190. th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 745-750.
191. Hungr, O., Evans, S.G., Bovis, M., & Hutchinson, J.N. 2001. Review of the classification of landslides of the flow type. Environmental and Engineering Geoscience, 7, 221-238.
192. Hungr, O., Morgan, G.C., Vandine, D.F. and D.R Lister. 1987. Debris flow defenses in British Columbia. Geological Society of America. Reviews in Engineering Geology. VI-VII: 201-222
193. ICE, 1987, ICE Geotechnical Engineering Group Specification for Ground Treatment, London, UK.
194. Ikuta, Y., Maruoka, M., Aoki, M. & Sato, E., 1994. Application of the observational method to a deep basement excavated using the top-down method. Geotechnique. 44(4): 655-664.
195. Indraratna, B., & Chu, J. 2005. Ground Improvement - Case Histories: Elsevier.
196. Indraratna, B. Sathananthan, I. Bamunawita, C. & Balasubramaniam, A.S. 2005 Theoretical and Numerical Perspectives and Field Observations for the Design and Performance Evaluation of Embankments Constructed on Soft Marine Clay, Chapter 2, Ground Improvement Case Histories, Eds. Indraratna, B. and Chu, J., Elsevier: 51-90.
197. Indraratna, B., Rujikiatkamjorn, C, Balasubramaniam, A.S. and Wijeyakulasuriya, V. 2005. Prediction and observations of soft clay foundations stabilized with geosynthetic drains and vacuum surcharge. Chapter 7, Ground Improvement Case Histories, Eds. Indraratna, B. and Chu, J., Elsevier: 199-230.
198. th Dimension. Taylor and Francis, London: 1493-1498.
199. Irrgeher, C, 2001. Baugrubenverankerung im Wiener Tegel. Tagungsbeiträge zur 3. Österreichischen Geotechniktagung 2001 in Wien, Österreichischer Ingenieur- und Architektenverein (ÖIAV): 347-356.
200. Irsyam, M., Krisnanto, S. and Wardani, S.P.R. 2008. Instrumented full scale test and numerical analysis to investigate performance of bamboo pile-mattress system as soil reinforcement for costal embankment of soft clay. Geotechnical Engineering for Disaster Mitigation and Rehabilitation, Liu et al. (eds), Science Press & Springer: 165-170.
201. th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 751-756.
202. Ivanov, V., & Chu, J. 2008. Applications of microorganisms to geotechnical engineering for bioclogging and biocementation of soil in situ. Reviews in Environmental Science and Biotechnology, 7: 139-153.
203. Janke, O., Barth, B. & Braun, M., 2006. FrankfurtHochVier, Spezialtiefbau für die größte innerstädtische Baumaßnahme Deutschlands. Vorträge der Baugrundtagung 2006 in Bremen, Deutsche Gesellschaft für Geotechnik e. V., 97-104.
204. Jardine, F.M., 2001. The LINK CMR research project. Building Response to Tunnelling. Burland, J.B., Standing, J.R. and Jardine, F.M. (Eds.), Vol. 1, Ch. 4: 45-56.
205. Jefferson, I., Evstatiev, D., Karastanev, D., & Rogers, C.D.F. 2005. Treatment of metastable loess soils: lessons from Eastern Europe. Chapter 25. Ground Improvement Case Histories: J. Chu & B. Indraratna (Eds.), Elsevier, 727-766.
206. Jessberger, H.L., Jagow-Klaff, R., & Braun, B. 2003. Ground freezing. 2: Ernst & Sohn.
207. Jewell, R.A. 1996. Soil reinforcement with geotextiles - Special Publication 123. Thomas Telford Publ., London: CIRIA and Thomas Telford, London.
208. JPG (The Japanese Geotechnical Society) 1998. Remedial Measures against Soil Liquefaction. Balkema.
209. John, N.W.M. 1987. Geotextiles, Blackie and Son, Glasgow.
210. Jones, B.D., Thomas, A.H., Hsu, Y.S. & Hilar. M., 2008. Evaluation of innovative sprayed-concrete-lined tunnelling. ICE proceedings geotechnical engineering. 161: 137-149.
211. Jones, C.J.F.P. 1996. Earth Reinforcement and Soil Structures. Thomas Telford Publ., London: 379.
212. Jones, C.J.F.P., Fakher, A., Hamir, R., & Nettleton, I.M. 1996. Geosynthetic materials with improved reinforcement capabilities, Proceedings of the International Symposium on Earth Reinforcement. 2: 865-883. Fukuoka, Kyushu, Japan.
213. Jones, C.J.F.P., Lamont-Black, J., Glendinning, S., & Pugh, R.C. 2005. New applications for smart Geosynthetics. Geo-Frontiers 2005, ASCE Special Publications: 130-142.
214. Karol, R.H. 2003. Chemical Grouting and Soil Stabilization, 3rd: CRC Press.
215. th International Conference and Exhibition on Piling and Deep Foundations in Vienna, Austria, Deep Foundations Institute
216. Katzenbach, R., Schmitt, A., & Turek, J. 1999. Co-operation between the geotechnical and structural engineers -Experience from Projects in Frankfurt, COST Action C7, Soil - Structure interaction in urban civil engineering. Proceedings of the Workshop in Thessaloniki: 53-65.
217. Katzenbach, R., Weidle, A., Hoffmann, H., & Vogler, M. 2006. Beherrschung des Risikopotenzials Tiefer Baugruben im urbanen Umfeld - Aktuelle Szenarien. Vorträge der Baugrundtagung 2006 in Bremen, Deutsche Gesellschaft für Geotechnik e. V., 135-142.
218. th International Conference on Geotextiles, Geomembranes and Related Products, Hydraulic Applications and Related Research, Singapore, 2: 775-778.
219. Keaton, J.R., & DeGraff, J.V. 1996. Surface observation and geologic mapping. Landslides, Investigation and Mitigation. Transportation Research Board Special Report 247, Turner, A.K., Schuster, R.L. (Eds.), National Academy Press, 178-230.
220. Kempfert, H.-G., & Raithel, M. 2005. Soil improvement and foundation systems with encased columns and reinforced bearing layers. Chapter 32, Ground Improvement Case Histories: B. Indraratna & J. Chu (Eds.), Elsevier, 923-946.
221. Kirmani, M., Highfill, S. & Xu, J., 1998. Precast prestressed slurry wall for pilot house project. Design and Construction of Earth Retaining Systems, ASCE, 82-89.
222. Kitazume M. & Satoh T. 2003. Development of pneumatic flow mixing method and its application to Central Japan International Airport construction. Ground Improvement, 7(3): 139-148
223. Kitazume M., 2005, The Sand Compaction Method, Balkema Publishers, Taylor & Francis Group, London.
224. th Asian Regional Conference on Soil Mechanics & Geotechnical Engineering, Kolkata, 10-14 Dec.
225. Kjellman, W. 1952. Consolidation of clayey soils by atmospheric pressure, Proc. of a Conf. on Soil Stabilization, Massachusetts Institute of Technology: 258-263. Boston.
226. Klados, G., Kok, Y.H., Rarks, D.R. & Tavender, D.T., 2007. Stormwater management and road tunnel (SMART). Underground Space - the 4th Dimension. Taylor and Francis, London: 1183-1189.
227. Knitsch, H., 2008. Visualization of relevant data for compensation grouting. Tunnel. 3/2008, pp. 38-45.
228. Koehorst, B.A.N., Kjekstad, O., Patel, D., Lubkowski, Z., Knoeff, J.G. and Akkerman, G.J. 2005. Geotechnical Aspects of Natural Disasters. European Geotechnical Thematic Network, http://www.geotechnet.org/
229. Koenemann, F., Placzek, D. & Spohr, I., 2007. Tunnelling measures for the North-south light urban railway in the Cologne Old Town's historic subsurface. Connections by Tunnels - STUVA Tagung 2007: 244-248. Bauverlag, Guetersloh.
230. Koerner, R.M. 1998. Designing with Geosynthetics, 4th Edition: Prentice Hall.
231. Kolff, A.H.N., Spierenburg, S.E.J., & Mathijssen, F.A.J.M. 2004. BeauDrain: a new consolidation system based on the old concept of vacuum consolidation, Proc. 5th International Conference on Ground Improvement Techniques, Kuala Lumpur, Malaysia.
232. Kovari, K. & Ramoni, M., 2006. Urban tunnelling in soft ground using TBMs. Proceedings International Conference and Exhibition on Tunnelling and Trenchless Technology, Malaysia, 17-31.
233. Krcik, M., 2007. Non-circular full-face tunnel boring machines - 21st century challenge. Underground Space - the 4th Dimension. Taylor and Francis, London: 1205-1210.
234. Krieg, S., Lächler, W. & Siebler, G., 2004. Tiefe Baugrube in breiigen Seetonen für das Seeuferhaus in Konstanz. Vorträge der Baugrundtagung 2004 in Leipzig, Deutsche Gesellschaft für Geotechnik e. V., 2004: 49-56.
235. Kokusho, T. 2005. Extreme events in geotechnical hazards in Asia, Keynote Lecture, Proc. Int. Conf. Geot. Eng. For Disaster Mitigation and Rehabilitation, 12-13 Dec, Singapore, Chu, J., Phoon, K.K. and Yong, K.Y. (eds), 3-22.
236. Kucharski E.S., Winchester W, Leeming W.A., Cord-Ruwisch R, Muir C, Banjup W.A., Whiffin V.S, Al-Thawadi S. & Mutlaq J. 2005 Microbial Biocementation. Patent Application WO/2006/066326; International Application No.PCT/AU2005/001927 International Filing Date 20.12.2005; Publication Date 29.06.2006.
237. Kudella, P., Mayer, P.-M., v. & Wolffersdorff, P.-A., 1997. Observational method as significant part of serviceability limit state concept. Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, A.A. Balkema, 1181-1184.
238. Kuesel, C. & Allgaeuer, F., 2008. Verfahren des compenstion grouting. Tiefbau. 6/2008: 366-370.
239. Kummerer, C. 2003. Numerical modelling of displacement grouting and application to case histories, PhD. Thesis, Technical University of Graz.
240. Kummerer, C. Thurner, R. & Paßlick, T., 2008. Kompensationsinjektionen als besondere Schutzmassnahme von Bauwerken bei Tunnelunterfahrungen. Sondermassnahmen bei der Erstellung innerstädtischer Infrastrukturbauten. Dietzel, M., Kieffer, S., Schubert, W. Schweiger, H. F. and Semprich, S. (Eds): 131-144.
241. Kummerer, C., Thurner, R., Rigazio, A. & Zamagni A., 2007. Compensantion grouting to limit settlement under a railway bridge induced by a twin-tunnel excavation. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 1269-1274.
242. th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 63-74.
243. Kutzner, C. 1996. Grouting of Rock and Soil. Rotterdam, Balkema
244. Lächler, A. and Neher, H.P. 2006. A comparison between monitoring data and numerical calculation of a diaphragm wall construction in Rotterdam. Schweiger, H. (Hrsg.): Numerical methods in geotechnical engineering. Graz, 417-429.
245. Labiouse, V. 2008. Mitigation measures-protective work, Lecture notes for Intensive Course on Landslide Quantitative Risk Assessment and Risk Management, 1-3 Sept, Barcelona.
246. Lade P.V., Yamamuro J.A. & Bopp P.A., 1995, Significance of Particle Crushing in Granular Materials, Journal of Geotechnical Engineering, 122(4), April: 309-316.
247. Laloui, L., Nuth, M., & Vulliet, L. 2005. Experimental and numerical investigations of the behavior of a heat exchange pile. Ground Improvement - Case Histories, In B. Indraratna & J. Chu (Eds), Elsevier, 1065-1084.
248. th European Conf. Soil Mech. Geot. Eng., Madrid/Spain, Millpress Science Publ., 689-692.
249. Larsson, S.M. 2005. State of practice report - Execution, monitoring and quality control, International Conference on Deep Mixing: 732-785.
250. Lauzon, M., Gagné, B., Rattue, A.D., Bigras, A., & Yousef, H. 2006. Vibrocompaction of the roundation soils of the peribonka Hydro-elastic dam, Canadian dam association, 2006 Annual Conference. Québec, Canada.
251. Lee, S.L., & Karunaratne, G.P. 2007. Treatment of soft ground by Fibredrain and high-energy impact in highway embankment construction. Ground improvement, 11(4): 181-194.
252. Lehtonen, J.L. & Sintonen, J.M. 2007. Field test of continously grouted sheet piling. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 763-765.
253. Leong, K.W., & Raju, V.R. 2007. Use of vibro replacement method for the stabilization of an offshore slope on soft clay. Proc 16th Southeast Asian Geotechnical Conference, 8-11 May, Malaysia, 547-550.
254. Leroueil, S., & Marques, M.E.S. 1996. Importance of strain rate and temperature effects in geotechnical engineering. Measuring and Modelling Time-Dependent Soil Behaviour, Geotechnical Special Publ, ASCE. 61: 1-60.
255. Leshchinsky, D., Leshchinsky, O., Ling, H. I., & Gilbert, P.A. 1996. Geosynthetic Tubes for Confining Pressurized Slurry: Some Design Aspects. Journal of Geotechnical Engineering, 122(8), 682-690.
256. Liao, H.J. & Hsieh, P.G. 2002. Tied-Back Ecavations in Alluvial Soil of Taipei. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 128(5): 435-441.
257. Liebich, C., Speier, L., & Seegers, J. 2006. U-Bahnhof Brandenburger Tor - Bergmännische Bauweise im Schutz einer Vereisung. Vorträge der Baugrundtagung 2006 in Bremen, Deutsche Gesellschaft für Geotechnik e. V., 2006: 67-74.
258. Lim, P.C., & Tan, T.S. 2003. A floating-type braced excavation in soft marine clay, Proceedings of Underground Singapore: 326-337.
259. Lin, K.Q., & Wong, I.H. 1999. Use of deep cement mixing to reduce settlements at bridge approaches. Journal of Geotechnical and Geoenvironmental Engineering, 125(4): 309-320.
260. Littlejohn S. 2003a. The development of practice in permeation and compensation grouting. A historical review (1802-2002) - Part 1: permeation grouting. Proc. 3rd Int. Conf. on Grouting and Ground Treatment, Geotechnical Special Publication 120, ASCE, New Orleans, Louisiana, 1: 50-99.
261. Littlejohn S. 2003b. The development of practice in permeation and compensation grouting. A historical review (1802-2002) - Part 2: compensation grouting. Proc. 3rd Int. Conf. on Grouting and Ground Treatment, Geotechnical Special Publication 120, ASCE, New Orleans, Louisiana, 1: 100-144
262. Liu, G.B., Ng, C.W.W., & Wang, Z.W. 2005. Observed Performance of a Deep Multistrutted Excavation in Shanghai Soft Clays. Journal of Geotechnical and Geoenvironmental Engineering, 131(8): 1004-1013.
263. Liu, H.L. 2007a. New piling techniques for soil improvement in China, Proc 13 Asian Regional Conf on Soil mech and Geot Eng. Kolkata
264. Liu, H.L. 2007b. Construction method of X shaped pile. Chinese Patent #2007100203063 (in Chinese).
265. Liu H.L. 2007c. An anti-liquefaction rigidity-drain pile technology. China Patent No: ZL200520076660.4, 2007 (in Chinese)
266. Liu, H.L., & Chu, J. 2009. A new type of prefabricated vertical drain with improved properties. Geotextiles and Geomembranes, 27(2): 152-155.
267. Liu, H.L., Chu, J. and Ren, Z.R. 2009. New methods for measuring the installation depth of prefabricated vertical drains, Submitted to Geotextiles and Geomembranes.
268. Liu, H.L., Deng, A., & Chu, J. 2006. Effect of different mixing ratios of polystyrene pre-puff beads and cement on the mechanical behaviour of lightweight fill, Geotextiles and Geomembranes 24 (2006): 331-338.
269. Liu, H.L., Fei, K., Ma, X.H., & Gao, Y.F. 2003. Large-diameter driven cast-in-place concrete thin-wall pipe pile (I) research and development. Journal of Rock and Soil Mechanics, 24: 164-198 (in Chinese).
270. Liu, H.L., Ng, C.W.W., & Fei, K. 2007. Performance of a geogrid-reinforced and pile-supported highway embankment over soft clays: a case study. Journal of Geotechnical and Geoenvironmental Engineering, 133(12): 1483-1493.
271. Liu, H.L., Shu, Y.M., Oostveen, J. & Zhao, Z.J. 2004. Dike Engineering, China Waterpower Press.
272. Liu, J. 2003. Compensation grouting to reduce settlement of buildings during an adjacent deep excavation. Proc. 3rd Int. Conf. on Grouting and Ground Treatment, Geotechnical Special Publication 120, ASCE, New Orleans, Louisiana, 2: 837-844.
273. Lo, K.Y., Ho, K.S., & Inculet, I.I. 1991. Electro-osmotic strengthening of soft sensitive clays. Can. Geotech. J., 28: 62-73.
274. Lo, K.W., Ooi, P.L. and Lee, S.L. 1990. Unified approach to ground improvement by heavy tamping, Journal of Geotechnical Engineering, Vol. 116, No. 3, March 1990: 514-527.
275. Lo, S.R. 2005. A multi-tier mechanically stabilized soil wall - field performance and numerical modelling. Chapter 30, In Ground Improvement - Case Histories: B. Indraratna & J. Chu (Eds.), Elsevier, 875-898.
276. Lomize, G.M., Kirillov, A.A., Semushkina, L.A., Kirillov, Y.A., & Abramkin, A.V. 1973. Tests of application of the electric spark method for compaction of the subsiding loess soils. Gidrotekhnicheskoe Stroitel'stvo (6): 22-25.
277. Lomize, G.M., Meshcheryakov, A.N., Gil'Man, Y.D., & Fedorov, B.S. 1963. Compaction of sandy soils by means of electric discharge Uplotnenie peschanykh gruntov elektricheskimi razryadami. Gidrotekhnicheskoe Stroitel'stvo (7): 9-13.
278. Long M. 2001. Database for Retaining Wall and Ground Movement Due to Deep Excavations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(3): 203-224.
279. Luehring, R., Snortland, N., Stevens, M. & Mejia, L. 2001. Liquefaction mitigation of a silty dam foundation using vibro-stone columns and drainage wicks: a case history at Salmon Lake Dam, Bureau of Reclamation Water Operation and Maintenance Bulletin, No. 198, 1-15. http://www.usbr.gov/infrastr/ waterbull
280. Lukas, R.G. 1986. Dynamic compaction for highway construction. Vol 1: Design and construction guidelines, FHWA Report No RD-86/133.
281. Lunne T., Robertson P.K. & Powell J.J.M., 1997, Cone Penetration Testing in Geotechnical Practice, Spon Press, Taylor and Francis Group.
282. Ma, S.-D. 2003. Stability and settlement of embankment filled with stabilized light soil. Rock and Soil Mechanics, 24(3): 331-334 (in Chinese).
283. Maddison, J.D., Jones, D.B., Bell, A.L., & Jenner, C.G. 1996. Design and performance of an embankment supported using low strength geogrids and vibro concrete columns. Proceedings 1st European Geosynthetics Conference, 325.
284. nd Int. Conf., Nanjing, 30 May -2 June, H. Liu, A. Deng and J. Chu (eds), 66-79.
285. Maertens, J. 2008. Application of Ground Improvement: Jet Grouting. TC17 website: www.bbri.be/go/tc17.
286. Mair, R.J. 1994. Report on Session 4: Displacement. Proceedings of Conference on Grouting, Institution of Civil Engineers, London, November, ThomasTelford, 375-384
287. Mair, R.J. 2008. Tunnelling and geotechnics: New horizons. Geotechnique, 58(9): 695-736.
288. Mair, R.J., & Hight, D.W. 1994. Compensation grouting. World tunnelling, November, 361-367.
289. Mair, R.J. & Jardine, F.M. 2001. Tunnelling methods. In: Building response to tunnelling. Burland, J. B., Standing, J. R. and Jardine, F. M. (Eds.), Vol. 1, Ch. 10: 127-134.
290. Marques, M.E.S., & Leroueil, S. 2005. Preconsolidating clay deposit by vacuum and heating in cold environment. Chapter 36, In Ground Improvement - Case Histories, In B. Indraratna & J. Chu (Eds.), Elsevier, 1045-1063
291. Martak, L. & Herzfeld, T. 2008. Auftauvorgang eines großen Vereisungskörpers im Zuge der Stationsherstellung unter dem Donaukanal für die U-Bahn-Linie U2 in Wien. Bauen in Boden und Fels - 6. Kolloquium der Technischen Akademie Esslingen, 71-81.
292. nd Int. Conf., Nanjing, 30May -2 June, H. Liu, A. Deng and J. Chu (eds), 66-79.
293. Massarsch, K.R. & Fellenius, H. 2005. Deep vibratory compaction of granular soils. Chapter 19, In Ground Improvement - Case Histories, B. Indraratna & J. Chu (Eds.), Elsevier, 539-561:.
294. Massarsch, K.R. 1991 Deep Soil Compaction Using Vibratory Probes, Proceedings of Symposiumon Design, Construction, and Testing of Deep Foundation Improvement: Stone Columns and Related Techniques, Bachus, R.C. Ed. ASTM Special Technical Publication, STP 1089, Philadelphia: 297-319.
295. Mayer, P.M. & Frodl, S. 2006. Metro rotterdam-Tunnelbau in wechselhaftem Baugrund. Vortraege der Baugrundtagung 2006. German Geotechnical Society: 177-186.
296. Mayer, P.M., Libreros-Bertini, A. & Hilber H.M. 2007 Numerical modelling of cam-pocket coupling systems for concrete lining. Advances in construction materials 2007. Grosse, C.U. (Ed.). Springer, Berlin: 57-65.
297. Mayer, P.M., Roberti, P. & Snijders, H. 2004. SOFIA - ein innovativer Baustein der Injektionstechnik. Vortraege der Baugrundtagung 2004. German Geotechnical Society: 97-105.
298. Menard, L., & Broise, Y. 1975. Therotical and practical aspects of dynamic consolidation. Geotechnique, 25(1): 3-18.
299. Menard, R.R. 1994. Financing the Lowcountry Export Boom: Capital and Growth in Early South Carolina. William and Mary Quarterly 3d series, 51: 659-678.
300. Mengé P. & Gunst N., 2008, Gravity Base Foundations for the Wind Turbines on the Thorntonbank - Belgium, KVIV Innovative forum 8 October 2008.
301. Menge, P. 2007. Surface compaction of hydraulic fills of limited thickness. Presentation made at TC 17 Workshop at 14ECSMGE, Madrid, 24-27 Sept. TC17 website: www.bbri.be/go/tc17.
302. Merrit, A.S. 2004. Conditioning of clay soils for tunnelling machine screw conveyors. PhD thesis. University of Cambridge.
303. Merrit, A.S. & Mair, R. J. 2008. Mechanics of tunnelling machine screw conveyors: a theoretical model. Geotechnique 58(2): 79-94.
304. Meyer, N. 2000. Sanierung einer Baugrubensicherung. Tiefbau, Ingenieurbau, Straßenbau (tis 1/2000), Gütersloh, Germany: Bauverlag BV GmbH: 28-32.
305. Miki, H., Yamada, T., Takahashi, I., Shinsha, H., & Kushima, M. 1996. Application of geotextile tube dehydrated soil to form embankments. Proceedings of the second international conference on environmental geotechnics, OSAKA, Japan, November, 1996:5-8.
306. Mikos, M., Fazarinc, R., Pulko, B., Petkovsek, A. & Majes, B. 2005. Stepwise mitigation of the Macesnik landslide, N. Slovenia. Natural Hazards and Earth Systems Science, 5, 947-958.
307. Miller, E.A. & Roycroft, G.A. 2004. Compaction grouting test program for liquefaction control, Journal of Geotechnical and Geoenvironmental Engineering, 130(4), 355-361.
308. Mitchell A.R., Izumi C., Bell, B.C., & Brunton, S. 2000. Semi top-down construction method for Singapore MRT, NEL. Proceedings of the International Conference on Tunnels and Underground Structures in Singapore, 2000, Rotterdam: A.A. Balkema/Rotterdam/Brookfield: 431-436.
309. Mitchell J.K., 1993, Fundamentals of Soil Behavior, Second Edition, John Wiley & Sons.
310. Mitchell, J.K. 1981. Soil improvement: state of the art report. Proceeding of the 10th international conference on soil mechanics and foundation Engineering: 509-565.
311. Mitchell, J.K. 2008a, Mitigation of liquefaction potential of silty sands, From research to Practice in Geotechnical Engineering, GSP180, ASCE, 433-451.
312. Mitchell, J.K. 2008b. Recent developments in ground improvement for mitigation of seismic risk to existing embankment dams Geotechnical Earthquake Engineering and Soil Dynamics IV, GSP 181, ASCE, 1-20.
313. Mitchell, J.K., & Santamarina, J.C. 2005. Biological Considerations in Geotechnical Engineering. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 131(19): 1222-1233.
314. Mitchell, J.K., & Katti R.K. 1981. Soil Improvement - State of the Art Report. 10th ICSMFE, Stockholm, 4: 509-565.
315. Mitchell, J.M., & Jardine, F.M. 2002. A Guide to Ground Treatment. CIRIA.
316. Miyazaki, K., Hagiwara, T., & Imamura, S. 2005. Ground improvement of soft marine clay layer by super well point method. In J. Chu, K. K. Phoon & K. Y. Yong (Eds.), Proc. Int. Conf. Geot. Eng. for Disaster Mitigation and Rehabilitation: 466-471. Singapore: World Scientific, 12-13 Dec, Eds.
317. Moh, Z.C., & Lin, P. 2005. Case study of ground improvement work at the suvarnabhumi Airport of Thailand. In Chapter 6, In Ground Improvement - Case Histories: B. Indraratna & J. Chu (Eds.), Elsevier, 3-20.
318. th Seoutheast Asian Geotechnical Conf., 8-11 May, Subang Jaya, Malaysia, 137-152.
319. Moh, Z.C. & Yao, T.C. 2005. Natural disasters in Taiwan, Keynote Lecture, Proc. Int. Conf. Geot. Eng. For Disaster Mitigation and Rehabilitation, 12-13 Dec, Singapore, Chu, J., Phoon, K.K. and Yong, K.Y. (eds), 23-45.
320. Mohamedelhassan, E., & Shang, J.Q. 2003. Electrokinetics-generated pore fluid and ionic transport in an offshore calcareous soil. Canadian Geotechnical Journal, 40(6): 1185-1199.
321. Mohri, Y., Matsushima, K., Yamazaki, S., Lohani, T.N., Goran, A. & Aqil, U. 2008. New direction of earth reinforcement-disaster prevention. New Horizons in Earth Reinforcement - Otani, Miyata & Mukunoki (eds) Taylor & Francis Group, London
322. Molins, C. & Ledesma, A. 2006. Building a deep isolating wall by an existing rail tunnel. In: Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, 2006, 159(3): 219-226.
323. Morales, E.M. & Morales, M.K. 2008. State of Practice in Soil Liquefaction Mitigation and Engineering Countermeasures. www.pgatech.com.ph
324. Moseley, M.P., & Kirsch, K. 2004. Ground improvement, 2nd Ed: Spon Press.
325. Mosher, R.L. & Duncan, J.M. 2007. Levee failure mechanisms, Geo-Strata, ASCE, 8(1), 20-238
326. Naudts, A., & Van Impe, R. 2000. An alternative compaction grouting technique. In J. Krizek & K. Sharp (Eds.), Advances in grouting and Ground Modification. Geot Special Publ.104: 32-47
327. Ng, C.W.W., Rigby, D.B., Lei, G.H., & Ng, S.W.L. 1999. Observed performance of a short diaphragm wall panel, Geotechnique 49(5): 681-694.
328. Nicolon 1988, Nicolon products/Geosystems/Geotubes and Geocontainers, Company publication, Ten Cate/Nicolon.
329. Nippon Koei Co. Ptd. 2007 Countermeasures against debris flow. Chapter 7, Guide to Road Slope Protection.
330. Nussbaumer, M. 1998. Massive big digging in the center of Berlin. Big digs around the world, ASCE, 333-357.
331. Nussbaumer, M. & v. Wolffersdorff, P.A. 1997. Retaining structures and excavated slopes. Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, A.A. Balkema/Rotterdam/ Brookfield: 2285-2300.
332. Nykamp, M.A., Boyle, S.R., Bonus, M.M. & Spady, J.B. 2007. Compaction Grouting of Loose Soil Beneath the West Coast's Largest Dry Dock, PORTS 2007: 30 Years of Sharing Ideas⋯ 1977-2007, Proceedings of the eleventh triannual international conference, March 25-28, 1-10.
333. O'Reilly, M.P. & New, B.M. 1982. Settlement above tunnel in the United Kingdom - their magnitude and prediction. Tunnelling '82. The Institution of Mining and Metallurgy, London: 55-64.
334. O'Rourke, T.D., McGinn, A.J., Dewsnap, J. & Stewart, H.E. 1998. Case history of an excavation stabilized by deep mixing methods. Design and construction of earth retaining systemes, ASCE, 41-62.
335. Ohta, H., Kumagai, K., Takahashi, H., Motoe, H., Hirano, S., Yokota, Y. & Tsuji, S. 2007. Full-scale tests on a new type of debris flow trapping fence. New Horizons in Earth Reinfrcement, Otani, Miyata & Mukunoki (eds), 869-873.
336. Olson S.M. & Stark T.D., 2003, Yield Strength Ratio and Liquefaction Analysis of Slopes and Embankments, Journal of Geotechnical and Environmental Engineering, ASCE, 129(8): 727-737.
337. th Southeast Asian Geotechnical Conference, 8-11May, Kuala Lumpur: 591-595.
338. Ooi, T.A. & Tee, C.H. 2004. Reconstruction of failed slopes using Geosynthetic reinforcement in Malaysian, Proceedings of the Malaysian Geotechnical Conference, 16-18March, 2004, Kuala Lumpur.
339. Ookado, N. 1998. The large-scale excavation in Tokyo for the construction of the Namboku Subway Line. Big digs around the world, ASCE, 124-143.
340. Orsene, R.P., 2008. Liquefaction Remediation by Compaction Grouting. 2008 New Zealand Society for Earthquake Engineering Conference, paper 50.
341. Osborne, N.H., & Ng, C.C. 2008. Strut Omission by Observational Approach for Deep Excavation in Singapore using Hybrid Ground treatment, Proc Int Conf on Deep Excavations. Singapore.
342. Ostermayer, H. & Barley T. 2003. Ground anchors. Geotechnical Engineering Handbook - Volume 2: Procedures, ErnstandSohn Verlag, Germany, 2003: 170-219.
343. Ostermayer, H., & Barley, T. 2003. Ground Anchors. In U. Smoltczyk (Ed.), Chapter 2.5, Geotechnical engineering handbook. 2: 169-219: Ernst & Sohn, 2003.
344. Page, R.J., Ong, J.C.W., Osborne, N., & Shirlaw, J.N. 2006. Jet Grouting for Excavations in Soft Clay, Design & Construction Issues, Proc. of International Conference on Deep Excavations, Singapore.
345. Palardy, D., Ballivy, G., Vrignaud, J.P., & Ballivy, C. 2003. Injection of a ventilation tower of an underwater road tunnel using cement and chemical grouts. Grouting and Ground Treatment (GSP 120), ASCE: 1605-1616.
346. th international conference on soil mechanics and foundation engineering. State of the art volume. Sociedad Mexican de Mecanica de Suelos, A.C.: 225-290.
347. Pedley, M.J., Fernie, R., Cabarkapa, Z., St John, H., & Daynes P. 2007. Design and construction of high capacity large diameter bearing piles for top down construction in the London basin. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 381-386.
348. Perucho, A., & Olalla, C. 2006. Dynamic consolidation of a saturated plastic clayey fill. Ground Improvement. 10(2): 55-68.
349. Phear, A.G. & Harris, S.J. 2008. Contributions to Geotechnique 1948-2008: Ground improvement, Geotechnique, 58(5): 399-404.
350. Pilarczyk, K.W. 2000. Geosynthetics and Geosystems in Hydraulic and Coastal Engineering. Rotterdam: Balkema A A.
351. Pimentel, E., Sres, A., & Anagnostou, G. 2006. Numerische FE Simulation in 3D der Frostkörperbildung und Frosthebung beim Gefrierverfahren und der Vergleich zu experimentellen Labormessungen. Vorträge der Baugrundtagung 2006 in Bremen, Deutsche Gesellschaft für Geotechnik e. V., 143-156.
352. Pinto, A., Ferreira, S., Barros, V., Costa, R., Lopes, P., & Dias, J. 2001. Sotto Mayor Palace - Design and performance of a deep excavation. Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul: 1237-1240.
353. Pinto, A., Pereira, A., & Villar, M. 2007. Deep Excavation for the new Central Library of Lisbon. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 623-628.
354. Pinto, P.S.S. & Barradas, J. 2008. Lessons learned from two case histories of retaining structures, Prof. 6th International Conference on Case Histories in Geotechnical Engineering and Symposium in Honor of Professor James K. Mitchell. 11-16 Aug., Arlington, Virginia, USA.
355. Pinzani, G.P., Senatore. F. & Senatore. A. 2008. The stabilization of a landslide using trench drains (CISENZA, Italy), EuroGeo4 Paper number 248,
356. Plant G.W., Covil C.S. & Hughes R.A., 1998, Site Preparation for the new Hong Kong International Airport, Thomas Telford, London, UK.
357. Plomteux, C., & Porbaha, A. 2004. CMC Foundation System for Embankment Support - A Case History. GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems (GSP 124), 980-992.
358. Poh, T.Y., Goh, A.T.C., & Wong, I.H. 2001. Ground Movements Associated with Wall Construction: Case Histories. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(12): 1061-1069.
359. Pöllath, K., Haehnig, F. & Glückert, J., 2007. Deep Diaphragm Wall Activities at RandstadRail Project in Rotterdam, The Netherlands. DFI Journal. 1 (1): 19-27.
360. Porbaha, A., Zen, K., & Kobayashi, M. 1999. Deep mixing technology for liquefaction mitigation, J. of Infrastructure Systems, ASCE, 5(1), 21-33.
361. Pothiraksanun, C., Saowapakpiboon, J., Bergado, D.T., & Than, N.Y. 2008. Reduction of Smear Effects Around PVD using Thermo-PVD. Ground Improvement Journal, 161(4): 179 - 187.
362. Powers M.C., 1953, A new roundness scale for sedimentary particles, Journal of Sedimentary Petrology, 23(2).
363. Powers, P., Corwin, A.B., Herridge, C.J., Schmall, P.C., & Kaeck, W.E. 2007. Construction Dewatering and Groundwater Control: New Methods and Applications, 3rd Edition: Wiley.
364. Powrie, W. & Chandler, R.J. 1998. The influence of a stabilizing platform on the performance of an embedded retaining wall: A finite element study. Geotechnique, 48(3): 403-409.
365. Powrie, W. & Daly, M.P. 2007. Centrifuge modelling of embedded retaining walls with stabilising bases. Geotechnique. 57(6): 485-497.
366. Pradel D., 1998, Procedure to Evaluate Earthquake-Induced Settlements in Dry Sandy Soils, Journal of Geotechnical and Geoenvironmental Engineering, 124(4): 364-368.
367. Pyke R., Seed H.B. & Chan C.K., 1975. Settlement of sands under multidirectional shaking. Journal of Geotechnical Engineering Division, 101(GT4), April: 379-398.
368. Qian, Z., & Li, G.W. 1983. Packed drain-dynamic consolidation for strengthening soft foundation, Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering. 1: 293-296. Helsinki.
369. Qian, Z., Li, G.W., & Wang, W.K. 1980. Strengthening soft foundation by dynamic compaction, Chinese Journal of Geotechnical Engineering, 2(1): 27-41(In Chinese).
370. Radulescu, N., Floroiu, L.G., & Ardelan, S. 2007. Open deep excavation in urban area. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 635-640.
371. Rahardjo, P. P. 2005. The Use of bamboo & bakau piles for soil improvements and application of pile raft system for the construction of embankment on peats and soft soils. Chapter 31, Ground Improvement - Case Histories, B. Indraratna & J. Chu (Eds.), Elsevier, 899-922.
372. rd Asian Conf. on Unsaturated Soils, Nanjing, China, 21-23 Apr. 127-137.
373. Raison, C. 2004. Ground and soil improvement: Thomas Telford.
374. Raithel, M., & Kempfert, H.-G. 2000. Calculation models for dam foundations with geotextile coated sand columns, An International Conference on Geotechnical & Geological Engineering GeoEng 2000. Melbourne.
375. Raithel, M., Kirchner, A., Schade, C., & Leusink, E. 2005. Foundation of constructions on very soft soils with geotextile encased columns-State of the Art, ASCE-Conference Geo-Frontiers: 923-946. Austin, USA.
376. Raju, V.R., & Sondermann, W. 2005. Application of the vacuum preloading method in land reclamation and soil improvement projects. Chapter 21, Ground Improvement - Case Histories. B. Indraratna & J. Chu (Eds.), Elsevier, 601-638.
377. Raschendorfer, J. 2006. Vereisung einer HDI - Eine Kombination zweier unterschiedlicher Verfahren in schwierigen Baugrundverhältnissen. Bauen in Boden und Fels - 5. Kolloquium der Technischen Akademie Esslingen, 279-283.
378. Rawlings, C.G., Hellawell, E.E. & Kilkenny, W.M. 2000. Grouting for ground engineering. CIRIA report C514, CIRIA, London.
379. Reichert, D., Armbruster, R., & Kunke, F. 2002. Baugrube Domaqurarée. Vorträge der Baugrundtagung 2002 in Mainz, Deutsche Gesellschaft für Geotechnik e. V., 249-255.
380. Riad, H. L., Ricci, A. L., Osborn, P. W., D'Angelo, D. A., & Horvath, J. S. 2004. Design of lightweight fills for road embankments on Boston's central artery/tunnel project. Paper presented at the Fifth International Conference on Case Histories in Geotechnical Engineering, New York, NY, April 13-17.
381. Richards, D.J., Clark, J., & Powrie, W. 2006. Installation effects of a bored pile wall in overconsilidated clay. Geotechnique. 56(6): 411-425.
382. Richards, D.J., Powrie, W., Roscoe, H., & Clark, J. 2007. Pore water pressure and horizontal stress changes measured during the construction of a contiguous bored pile multi-propped retaining wall in Lower Cretaceous clays. Geotechnique. 57(2): 197-205.
383. Robinson R.G., Tan T.S., Dasari G.R., Leung C.F. & Vijayakumar A., 2005, Experimental Study of the Behavior of a Lumpy Fill of Soft Clay, International Journal of Geomechanics, ASCE, June: 125-137.
384. Rogers, J.D. 1992. Recent developments in landslide mitigation techniques. Slosson, J.E., Keene, A.G. & Johnson, J.A., eds., Landslides/Landslide Mitigation: Boulder, Colorado, Geological Society of America Reviews in Engineering Geology, 6: 95-118.
385. Rollins. K. & Anderson, J.K.S. 2003. Liquefaction mitigation using geocomposite vertical drains. Presentation made at the U.S. Taiwan-Japan Workshop on Soil Liquefaction, 3-4 Nov, Hsinchu, Taiwan. (www.ces.clemson.edu/ UsTaiwanWorkshop)
386. Rusell, M., Geraci, J. & Murray D. 2008. Compaction grouting to mitigate liquefaction for a new medical retail building, Geotechnical Earthquake Engineering and Soil Dynamics IV, ASCE GSP 181.
387. Ruttkamp, J. & Wahrmund, H. 2007. Special aspects of the construction of the South section of Cologne's North-south light rail line. Connections by Tunnels - STUVA Tagung 2007: 254-259. Bauverlag, Guetersloh.
388. Ruttkamp, J., & Wahrmund, H. 2007. Besonderheiten beim Bau der Kölner Nord-Süd Stadtbahn, Los Süd. Tunnel verbinden - Connections by Tunnels, Tagungsband: STUVA-Jahrestagung 2007 in Köln, Studiengesellschaft für unterirdische Verkehrsanlagen e. v. (STUVA)
389. Saathoff, F. 2003. Geosynthetics in geotechnical and hydraulic engineering, in Geotechnical Engineering Handbook, Vol. 2: Procedures, Ed. U. Smoltczyk, Ernst & Sohn, 507-598.
390. Saathoff, F., Oumeracib, H., & Restall, S. 2007. Australian and German experiences on the use of geotextile containers. Geotextiles and Geomembranes, 25(4-5): 251-263.
391. Sabatini, P.J., Pass, D.G., Bachus, R.C. 1999. Ground Anchors and Anchored Systems, FHWA publication FHWA-IF-99-015.
392. Saglamar, A., Balik, E., Ozalp, H.K., & Aslay, Z. 2007. A deep excavation for the construction of a hotel building in Instanbul. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 647-650.
393. Sänger, C. 2000. Neubaustrecke Köln-Rhein/Main Los 2.4 - Siegauen-Tunnel. Vorträge der Baugrundtagung 2000 in Hannover, Deutsche Gesellschaft für Geotechnik e. V., 375-382.
394. Sankey, J.E, Bailey, M.J. & Chen, B. 2008. SeaTac third runway: Design and performance of MSE tall wall. New Horizons in Earth Reinforcement - Otani, Miyata & Mukunoki (eds), Taylor & Francis: 151-156.
395. Saowapakbiboon, J., Bergado, D.T., Chai, J.C., Kovittayanon, N., & de Zwart, T.P. 2008. Vacuum-PVD combination with embankment loading consolidation in soft Bangkok Clay: A Case study of Suvarnabhumi Airport project, Proc. 4th Asian Regional Geosynthetics Conference, Shanghai, China, 440-449.
396. Sasajima, H., Koizuka, T., Sasayama, H., Niidome, Y., & Fujimoto, T. 1994. Field demonstration test on semi-circular shaped breakwater, Proceedings of the International Conference on Hydro-Technical engineering for Port and Harbor Construction. 1:593-615. Yokosuka, Japan.
397. Schaefer, V.R., Abramson, L.W., Drumheller, J. C., Hussion, J.D., & Sharp, K.D. 1997. Ground Improvement, Ground Reinforcement and Ground Treatment: Developments 1987-1997, ASCE GSP 69.
398. Schat, B.J. & de Kruijff, H. 2003. The design of an innovative composite wall for a deep excavation under Amsterdam Central Station. (Re)Claiming the Underground Space - Proceedings of the ITA World Tunnelling Congress 2003, Amsterdam, Netherlands, Vol. 1, A.A. Balkema Publ: 403-405.
399. Scherer, S.D., & Gay, R.L. 2000. Compaction grouting: three midwest case histories. Advances in Grouting and Ground Modification (GSP 104), ASCE: 65-82.
400. Schiechtl, H.M. 2003. Slope protection by bioengineering techniques, in Geotechnical Engineering Handbook, Vol. 2: Procedures, Ed. U. Smoltczyk, Ernst & Sohn, 599-670.
401. Schlosser, F., Magnan, J.P., & Holtz, R.D. 1985. Construction Géotechnique" (in French), Theme Lecture No. 5, Proceedings of the Eleventh International Conference on Soil Mechanics and Foundation Engineering, San Francisco, California, Vol. 1, 211-254.
402. English translation: "Geotechnical Construction", 5: 2499-2539.
403. Schmall, P.C. & Spiteri, L.P. 2007. Permeation Grouting for the East Side Access Bellmouth Work Shaft, Queens, NY. Grouting for Ground Improvement: Innovative Concepts and Applications Geo-Denver, ASCE Special Publ 168, 1-13.
404. Schmall, P.C.; Corwin, A.B. & Spiteri, L.P. 2007. Ground Freezing Under the Most Adverse Conditions: Moving Groundwater. Proc. Conf. on Rapid Excavation and Tunneling, 10-13 June, Toronto. Traylor, M.T. & Townsend, J.W. (eds), SME.
405. Schuster, R.L., & Wieczorek, G.F. 2002. Landslide triggers and types. In: Rybar, J., Stemberk, J., Wagner, P. (Eds.), Landslides. Swets & Zeitlinger, Lisse, 59-78.
406. Schwarz, H., Dietz, K., Koster, H., & Gross, T. 2004. Special use of micropiles and permanent anchors. Geotechnical special publication (124): 682-691.
407. Schweiger, H.F. 2008. Overview of Design Concepts of Ground Improvement Techniques in TC17 Website: www.bbri.be/go/tc17
408. Seah, T.H. 2006. Design and construction of ground improvement works at Suvarnabhumi Airport. Geot. Eng, J. of Southeast Asian Geot. Society, 37: 171-188.
409. Semprich, S. & Stadler, G. 2003. Grouting in geotechnical engineering, in Geotechnical Engineering Handbook, 2: Procedures, Smoltczyk, U. (ed): 57-90.
410. Serridge, C.J., & Synac, O. 2007. Ground improvement solutions for motorway widening schemes and new highway embankment construction over soft ground. Ground Improvement 11(4): 219-228.
411. SETC, 2000, Picture Collections of Geosynthetic Products, Science Publ. State Economic and Trade Commission.
412. Shaluf, I.M. 2007. Disaster types. Disaster Prevention and Management. 16 (5), 704-717.
413. Shang, J.Q. 1998. Electroosmosis-enhanced preloading consolidation via vertical drains. Can. Geotech. J., 35: 491-499.
414. Shang, J.Q., Mohamedelhassan, E., & Ismail, M. 2004a. Electrochemical cementation of offshore calcareous soil. Can. Geotech. J., 41(5): 877-893.
415. Shang, J.Q., Mohamedelhassan, M., Ismail, M. A., & Randolph, M. F. 2004b. Electrochemical cementation of calcareous sand for offshore foundations, Proceedings of the 14th International Offshore and Polar Engineering Conference & Exhibition. Toulon, France, May, II: 681-688.
416. Shao, Y., Macari, E.J., & Cai, W. 2005. Compound deep soil mixing columns for retaining structures in excavations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(11): 1370-1377.
417. Sheahan T.C. & Ho, C.L. 2003. Simplified trial wedge method for soil nailed wall analysis. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(2): 117-124.
418. Shercliff, D. 2005. Geosynthetics in coastal engineering protection and placement issues, Conference on Geosynthetics in Hydraulic Engineering, Nottingham Trent University, 12 July.
419. Shinitirou, T., Takashi, K., Yoshihiro, Y. & Tomihiko, M. 2007. Early restoration of road embankment construction in the earthquake devasted Noto Peninsula, Geosynthetics Magazine, July, 19-22 (in Japanese).
420. Shinsha, H., Watari, Y., & Kurumada, Y. 1991. Improvement of very soft ground by vacuum consolidation using horizontal drains. Conf. On Geotech. Eng for Coastal Development (Geo-Coast 91). Yokohama, Japan, 1: 387-392.
421. Shirlaw, J.N., Dazhi, W., Ganeshan, V., & Hoe, C.S. 1999. A compensation gouting trial in Singapore marine clay. Kusakabe (Ed.), Geotechnical aspects of Underground Construction in Soft Ground, IS-Tokyo'99. Balkema. 149-154
422. Shirlaw, J.N., Tan, T.S., & Wong, K.S. 2006. Deep excavations in Singapore marine clay. Bakker, A. Bezuijen, W. Broere & E. A. Kwast (Eds.), Geotechnical aspects of underground construction in soft ground: 13-28: Taylor and Francis.
423. Shiu, Y.K., Yung, P.C.Y., & Wong, C.K. 1997. Design, construction and performance of a soil nailed excavation in Hong Kong. Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, A.A. Balkema: 1339-1342.
424. Sills, G.L., Vroman, N.D., Wahl, R.E. & Schwanz, N.T. 2008. Overview of New Orleans levee failures: lessons learned and their impact on national levee design and assessment, J. Geotech. and Geoenvir. Engrg. 134(5), 556-565.
425. Silvester, R., & Hsu, J.R.C. 1993. Costal Stabilization - Innovative Concepts: Prentice-Hall Inc.
426. Sivakumar Babu, G.L., Rao, R.S., & Dasaka, S.M. 2007. Stabilisation of vertical cut supporting a retaining wall using soil nailing: a case study. Ground Improvement, 11(3): 157-162.
427. Sivalingam, P. & Klados, G. 2006 The selection of the working methods and tunnel boring machines for the smart project. Proceedings International Conference and Exhibition on Tunnelling and Trenchless Technology, Malaysia, 71-83.
428. Slocombe, B.C. 2004. Dynamic compaction. In M. P. Moseley & K. Kirsch (Eds.), Ground improvement, 2nd Ed.: Spon Press.
429. Smoltczyk, U. 1983. Deep compaction, Proceedings of the 8th International conference on soil mechanics and foundation engineering. Helsinki, 23-26 May, 3: 1105-1116.
430. Smoltzyk, U. 2003. Ground dewatering. Geotechnical Engineering Handbook - Volume 2: Procedures, ErnstandSohn Verlag, Germany, 365-398.
431. Soeters, R., & Westen, V.C. 1996. Slope instability, recognition, analysis and zonation. Landslides: Investigation and mitigation. Special Report, Vol. 247, Washington DC Transportation Research Board, Turner, & R. Schuster (Eds.), National Research Council, National Academy Press, 129-177.
432. Sokolic, I. & Vukadinovic, B. 2007. Soil parameter analysis based on inclinometer measurements of sheet pile displacement. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 665-670.
433. Sola, P.R., Monroe, A.S., Martin, L., Blanco, M.A., & Juan, R.S. 2003. Ground treatment for tunnel construction on the Madrid Metro. Grouting and Ground Treatment (GSP 120), New Orleans, 1518-1533
434. Sondermann, W., & Wehr, W. 2002. Trockenpulver-Einmisch-Technik (TET) als Baugrundverbesserung für einen 500 m langen Hafendamm. Baugrundtagung 2002 in Mainz: 329-335. Essen, DGGT
435. th Dimension. Taylor and Francis, London: 1341-1345.
436. Standing, J.R. & Potts, D.M. 2008. Contributions to Geotechnique 1948-2008: Tunnelling. Geotechnique 58(5): 391-398.
437. Stark, T.D., Arellano, D., Horvath, J.S., & Leshchinsky, D. 2004. Geofoam applications in the design and construction of highway embankments. NCHRP Web Document, 65, Transportation Research Board, USA.
438. Stocker M. & Walz B. 2003. Bored pile walls, diaphragm walls, cutt-off-walls. Geotechnical Engineering Handbook - Volume 3: Elements and Structures, ErnstandSohn Verlag, Germany, 410-450.
439. Sumer B.M., Ansal, A., Cetin, K.O., Damgaard, J., Gunbak, A.R., Hansen, N.E.O., Sawicki, A., Synolakis, C.E., Yalciner, A.C., Yuksel, Y. & Zen, Z. 2007. Earthquake-Induced Liquefaction around Marine Structures, Journal of Waterway, Port, Coastal and Ocean Engineering, 133(1), 55-82.
440. Szepeházi, R., Radványi, L., & Szörényi, J. 2000. Die Konstruktion, die Bemessung und die baubegleitenden Messungen des Baugrubenverbaues beim Bauvorhaben MOM-Park, Budapest. Vorträge der Baugrundtagung 2000 in Hannover, Deutsche Gesellschaft für Geotechnik e. V., 57-65.
441. Szepeházi, R., Radványi, L., & Szörényi, J. 2001. Deep excavation in stiff clay: design, construction and monitoring. Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul: 1261-1264.
442. Takahashi, T. 2007. Debris flow: mechanics, prediction and countermeasures. Routledge.
443. Tamaro, G.J. 1998. Deep foundations in Berlin, Germany. Design and Construction of earth retaining systemes, ASCE, 115-136.
444. Tan, S.W. 2006. Geotechnical aspects of the SMART tunnel. Proceedings International Conference and Exhibition on Tunnelling and Trenchless Technology, Malaysia 2006.: 159-178.
445. Tang, M., & Shang, J.Q. 2000. Vacuum preloading consolidation of Yaoqiang Airport runway. Geotechnique, 50(6): 613-623.
446. Tao, W., Li, Z., Dong, J.J. & Chen, Y.S. 2006. Chemical Grouting, China Water Publ. (in Chinese)
447. Tatsuoka, F. 2004. Cement-mixed soil for Trans-Tokyo Bay highway and railway bridge abutments, Proc. Geotechnical Engineering for Transportation Projects (GSP 126): 18-76.
448. Tatsuoka, F., Tateyama, M., Mohri, Y., & Matsushima, K. 2007. Remedial treatment of soil structures using geosynthetic-reinforcing technology. Geotextiles and Geomembranes, 25(4-5): 204-220.
449. Terashi, M. & Katagiri, M., 2005. Key issues in the application of vertical drains to a sea reclamation by extremely soft clay slurry, Chapter 4, Ground Improvement Case Histories, Eds Indraratna and Chu, Elsevier: 119-143.
450. Terashi, M. 2003. The State of Practice in Deep Mixing Methods. Grouting and Ground Treatment (GSP 120), 3rd International Specialty Conference on Grouting and Ground Treatment New Orleans, Louisiana, USA, 25-49.
451. Terashi, M., & Juran, I. 2000. Ground Improvement-State of the Art, Proceedings of GeoEng2000. Melbourne, Australia. 1: 461-519.
452. The Deep Mixing Method, Principle Design and Construction, 2002, Coastal Development Institute of Technology (CDIT)-Japan, Swets and Zeitlinger/A.A. Balkema, Lisse, The Netherlands.
453. The Premixing Method, 2003, Coastal Development Institute of Technology (CDIT)-Japan, Swets and Zeitlinger/A.A. Balkema, Lisse, The Netherlands.
454. Thevanayagam, B. & Rishindran, T. 1998. Injection of nutrients and TEAs in clayey soils using electrokinetics. Journal of Geotechnical and Geoenvironmental Engineering, 124(4): 330-338.
455. Thevanayagam, B. & Jia, W. 2003. Electro-osmosis grouting for liquefaction mitigation in silty soils, Grouting and Ground Treatment (GSP 120), Proceedings of the Third International Conference, February 10-12, New Orleans, 1507-1517.
456. Thumann, V.M. & Hass, H. 2007. Application of ground freezing technology for a retaining wall at a large excavation in the centre of Rotterdam, The Netherlands. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 801-806.
457. Thumann, V.M. & Hass, H. 2007. Jetgrouting, Gel Injection and Ground Freezing Techniques as Design Options for Collar Construction around Existing Underground Tunnel. Vorträge der Baugrundtagung 2006 in Bremen, Deutsche Gesellschaft für Geotechnik e. V., 261-268.
458. th European Conference on Soil Mechanics and Geotechnical Engineering, Prague, Czech Republic: 589-595.
459. Tokimatsu K. & Seed H.B., 1987, Evaluation of Settlements in Sands due to Earthquake Shaking, Journal of Gotechnical Engineering, 113(8): 861-878.
460. Tolga, O. & Sheahan T. C. 1998. The use of soil nails in soft clays. Design and Construction of Earth Retaining Systems, ASCE, 1998: 26-39.
461. Topolnicki, M. 2004. Insitu soil mixing. In M. P. Moseley & K. Kirsch (Eds.), Ground improvement, 2nd Ed.: Spon Press.
462. Towhata, I. 2006. On three-stage mitigation of liquefaction-induced hazards. Asian Journal of Civil Engineering, 7(4), 429-452.
463. Towhata, I. 2008. Geotechnical Earthquake Engineering, Springer.
464. Tracy, W.C. & McGolpin, S. 2005. Landslide repair on San Marcos Road, Country of Santa Barbara, 1.9 miles north from Cathedral Oaks Road. www.geobrugg.com.
465. Triantafyllidis, T., Brem, G., & Vogel, U. 1997. Construction, monitoring and performance of the deep basement excavation at Potsdamer Platz, Berlin. Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, A.A. Balkema: 1347-1350.
466. Ufuk Ergun, M. 2007. A large and deep excavation in a city center. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, Madrid/Spain, Millpress Science Publ., 689-692.
467. Van Court, N.W.A., & Mitchell, J.K. 1995. New insights into compaction of loose, saturated, cohesionless soils. Soil Improvement for Earthquake Hazard Mitigation, ASCE, Geotechnical Special Publication(49): 51-65.
468. Van Der Molen M., Berg R.J., 2006, Soil Improvement Works at Changi East, Singapore, Geosynthetics, Eds. Kuwano J. & Koseki J., Millpress, Rotterdam: 475-480.
469. Van der Ruyt, M., & Van der Zon, W. 2009. Biological in situ reinforcement of sand in near-shore areas. Geotechnical Engineering, 162(1): 81-83.
470. Van der Slujis W., Van Ostrum R.W., Standaert P. & Vandycke S., 1996, Pilot Project "De Nieuwe Merwede": Clean-up Dredging with Environmental Bucket Dredge and Grab Dredge, CATS III Congress, Antwerp, Belgium.
471. th International Conference on Soft Soil Engineering, Vancouver, Canada, October.
472. Van Impe, W. F. 1989. Soil improvement techniques and their evolution: Taylor & Francis.
473. Van Impe, W.F., Van Mieghem, J., Vandycke, S., & Van Impe, P.O. 2001. Underwater vacuum consolidation of dredged silt - a case history. In Lee et. al. (Ed.), Soft Soil Engineering: 499-506: Swets & Zeitlinger.
474. Van Impe, W.F. & Bouazza, A. 1996. Densification of domestic waste fills by dynamic compaction, Can. Geot. J., 33: 879-887.
475. Van Mieghem J., Van Impe W., Mengé P., Aelvoet R. & Rombaut E., 2004, The Construction of an Embankment on an Underwater Dredged Sediments Storage Pond, IS Osaka 2004.
476. th International Harbour Congress, Antwerp Belgium, June.
477. th Int Conf Soil Mech. & Geot. Eng., Alexandria, Egypt.
478. Varaksin S., Liausu P., Berger P., & Spaulding, C. 1994. Optimisation of dynamic consolidation and dynamic replacement pillars to limit surface deformations of manmade fills overlaying heterogeneous soft subsoil. Proceedings of seminar organised by the Geotechnical Division of the Hong Kong Institution of Engineers on Ground Improvement Methods: 103 - 116.
479. Varaksin, S. 1981. Recent development in soil improvement techniques and their practical applications. Solcompact Sols/Soils, Techniques Louis Menard, 15, rue des Sablons, Paris, 38/39-1981.
480. Varaksin, S. & Yee, K. 2007. Challenges in ground improvement techniques for extreme conditions: Concept and Performance, Proc. 16th Southeast Asian Geot Conf, 8-11 May: Kuala Lumpur, 101-115.
481. VOUB, 1998, Voortgezette Opleiding Uitvoering Baggerwerken, VBKO, Gouda, The Netherlands (in Dutch).
482. Wahrmund, H., Nagelsdiek, S., & Heim, K. 2008. Unterirdische Herstellung der Haltestelle Severinstraße im Rahmen der Nord-Süd Stadtbahn Köln Los Süd. Vorträge der Baugrundtagung 2008 in Dortmund, Deutsche Gesellschaft für Geotechnik e. V.
483. Wang, C.X. 2007. Introduce to Landslide Disaster in China and mitigation Techniques, Unpublished seminar notes.
484. Wang, H., Liu, G., Xu, W., & Wang, G. 2005. GIS-based landslide hazard assessment: an overview. Progress in Physical Geography, Vol. 29 (4), 548-567.
485. Wang, J.Y., Zhang, D.S., Stabnikova, O. & Tay, J.H. 2004 Processing dewatered sewage sludge using electrokinetic technology, Water Science and Technology. 50(9): 205-211.
486. Warner, J. 2004. Practical Handbook of Grouting, Soil, Rock, and Structures: John Wiley and Sons.
487. Waterman R.E., 2007, Land in Water, Water in Land, achieving integrated coastal zone development by building with nature, Terra et Aqua, Number 107, June.
488. Watts, K.S., & Charles, J.A. 1993. Initial assessment of a new rapid impact ground compactor. Engineered fills. Proceedings of the Conference on Engineered Fills '93: 399-412.
489. WBI 2006. Statik und Konstruktion maschineller Tunnelvortriebe. WBI Professor Dr.-Ing. W. Wittke Beratende ingenieure für Grundbau und Felsbau GmbH, Aachen.
490. Wehr, J. 2007. Vibro Compaction of reclaimed land, Presentation at the TC 17 Workshop at 14ECSMGE, Madrid, 27 Sept. TC17 website: www.bbri.be/go/tc17.
491. Wehr, W. 2003. Stabilisation of retaining walls with non-grouted soil nails. Ground Improvement 2003. 7(4): 173-176.
492. th International Conference on Ground Improvement Techniques, Coimbra, Portugal, July.
493. Weissenbach, A. & Hettler A. 2001. Baugrubensicherung: Grundbau-Taschenbuch - Teil 3: Gründungen, ErnstandSohn Verlag, Germany, 2001: 278-396.
494. Weissenbach, A., Hettler, A., & Simpson, B. 2003. Stability of excavations. Geotechnical Engineering Handbook - Volume 3: Elements and Structures, ErnstandSohn Verlag, Germany, 2003: 273-407.
495. Welsh, J.P., & Burke, G.K. 2000. Advances in grouting technology, Proceedings of GeoEng 2000. Melbourne.
496. Welsh, J.P., Anderson, R.D., Barksdal, R.P., Satyapriya, C.K., Tumay, M.T., & Wahls, H.E. 1987. Densification. In J.P. Welsh (Ed.), Soil Improvement - A Ten Year Update, ASCE Geotechnical Special Publication No. 12: 67-97.
497. Wen, D. 2005. Use of Jet Grouting in Deep Excavations. Chapter 13, In Ground Improvement - Case Histories, In B. Indraratna & J. Chu (Eds.), Elsevier, 357-370
498. Whiting, C.P. & Gasson, P.A. 2000. Changi Airport station design and construction. Proceedings of the International Conference on Tunnels and Underground Structures in Singapore, A.A. Balkema, 421-430.
499. Wijewickreme, D. & Atukorala, U.D. 2005. Ground improvement for mitigation liquefaction-induced geotechnical hazards, Chapter 16, Ground Improvement - Case Histories. B. Indraratna & J. Chu (Eds.), Elsevier, 447-490.
500. Williams, I. 2008. Heathrow Terminal 5: tunnelled underground infrastructure. ICE proceedings, Civil Engineering, 161: 30-37.
501. Wittke, W., & Wittke-Schmitt, B. 2008. Hebungsinjektionen am Beispiel ausgewählter Projekte: Sondermassnahmen bei der Erstellung innerstädtischer Infrastrukturbauten. Dietzel, M., Kieffer, S., Schubert, W. Schweiger, H. F. & Semprich, S. (Eds): 111-129.
502. th ITA-AITES World Tunnel Congress, Singapore: G03
503. Wong, I.H., & Poh, T.Y. 2005. A Case History of Jet Grouting in Marine Clay Chapter 14, In Ground Improvement - Case Histories, B. Indraratna & J. Chu (Eds.), Elsevier, 371-408
504. Wong, P.K., & Lacazedieu, M. 2004. Dynamic replacement ground improvement - Field performance versus design predictions for the Alexandria city centre project in Egypt, A. W. Skempton Memorial Conference, 29 to 31 March, London.
505. Woodward, J. 2005. An introduction to geotechnical processes: Taylor & Francis.
506. Wu, G. 1995. A dynamic response analysis of saturated granular soils to blast loads using a single phase model. Research report to Natural Sciences and Engineering Research Council (Canada), December, 1995.
507. Xu, G.H., Yue, Z.Q., Liu, D.F., & He, F.R. 2006. Grouted jetted precast concrete sheet piles: Method, experiments and applications. Canadian Geotechnical Journal, 43(12): 1358-1373.
508. Xu, S.L., Lu, X.M., Liu, C.M., & Liu, Y.Y. 2003. Field trials of the vacuum compaction method for soil improvement, Proc. 9th National Geot. Conf. 2: 736-739. Beijing, China.
509. Xu, Y.F., Huang, J., Du, Y. J. & Sun, D.A. 2008. Earth reinforcement using soilbags. Geotextiles and Geomembranes 26, 279-289.
510. Yan, H.S., & Cao, D.Z. 2005. Application of low-level vacuum preloading technique in offshore projects. Ocean and River Hydraulics(3): 41-43 (in Chinese).
511. Yan, S.W., & Chu, J. 2003. Soil Improvement for a road using the vacuum preloading method. Ground Improvement. 7(4): 165-172.
512. Yan, S.W., & Chu, J. 2004. A new explosive method for soil improvement. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering. 157(4): 259-265.
513. Yan, S.W. & Chu, J. 2005. Soil improvement for a storage yard using the combined vacuum and fill preloading method. Canadian Geotechnical Journal. 42(4): 1094-1104.
514. Yan, S.W., Chu, J., Fan, Q.J., & Yan, Y. 2009. Building a breakwater with prefabricated caissons on soft clay. Proceedings of ICE, Geotechnical Engineering, 162(1): 3-12.
515. th Chinese Conf on Soil Mechanics and Foundation Engineering, Xiamen, China (in Chinese).
516. Yang, P. 2008. Ground Freezing Method, TC17 website: www.bbri.be/go/tc17
517. Yang, Y. 2007. Remidiating a soil-nailed excavation in Wuhan, China. In: Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, 160(4): 209-214.
518. Yasuda, S., Ishihara, K., Harada, K., & Shinkawa, N., 1996. Effect of soil improvement on ground subsidence due to liquefaction, Soils and Foundations (Special Issue 1 on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake), 99-107.
519. Ye, B.Y., Lu, S.Y., & Tang, Y.S. 1983. Soft clay improvement by packed sand drainvacuum-preloading method. In The Soft Soil Foundations of Tianjin (Eds. Z. Hou et al.). Tianjin Science and Technology Publishing House, Tianjin: 126-131.
520. Yee, K., Ooi, T.A. & Ting, W.H. 2004. Vacuum consolidation technology for soft soil treatment - principles and field experiences, Proc. Malaysian Geot. Conf., Kuala Lumpur: 561-570.
521. Yee, K. & Varaksin, S. 2007. Settlement performance of large steel tanks on soft soils improved by large diameter granular columns. Proc. 16th Southeast Asian Geot Conf, 8-11 May: Kuala Lumpur, 507-513.
522. Yegian, M.K., Eseller-Bayat, E., Alshawabkeh, A. & Ali, S. 2007. Induced-partial saturation for liquefaction mitigation: experimental investigation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 133(4), 372-380.
523. Yong, K.Y., & Lee, S.L. 2007. Collapse of Nicoll Highway-A global failure at the curve section of cut-and-cover tunnel construction, Proc. Southeast Asian Geotechnical Conference: 23-36. Kuala Lumpur, malaysia.
524. Yoo C. 2001. Behaviour of braced and anchored walls in soils overlying rock. In: Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(3): 225-233.
525. Yoonz, G., Jeon, S., & Kim, B. 2004. Mechanical characteristics of lightweighted soils using dredged materials. Marine Georesources and Geotechnology, 22(4): 215-229.
526. Youd T.L. & Idriss I.M., 2001, Liquefaction resistance of soils. Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils, Journal of Geotechnical and Geoenvironmental engineering, 127(10), October.
527. Youd T.L., 1973, Factors Controlling Maximum and Minimum Densities of Sand, Evaluation of Relative Density and its Role in Greotechnical Practice Involving Cohesionless Soils, ASTM STP 523, ASTM: 98-112.
528. Zhang, C.T., & He, J.H. 1987. Experiments on treating soft ground by dynamic compaction. In Z. Hou et al. (Ed.), The Soft Soil Foundations of Tianjin: 101-113: Tianjin Science and Technology Publishing House. (In Chinese)
529. Zheng, Y.R., Chu, J., Lu, X., & Feng, Y.X. 2004. Improvement of soft ground by dynamic compaction. Geotechnical Engineering, Journal of Southeast Asian Geotechnical Society, 35(1): 39-46.
530. Zhou, J. Wang, J.Y. & Jia, M.C. 2008. Recent development in the vibroflotation without backfill techniques, Rock and Soil Mechanics, 29(1): 37-42 (in Chinese).
531. Zhou, J., Bizindavyi, J., & Hu, Y. 2003. Study on densification of the non-cohesive soils. Chinese Journal of Geotechnical Engineering, 25(4): 496-499.
532. Zhou, Y.-D., & Gao, Y.-F. 2002. Study on the behavior of large ground displacement of sand due to seismic liquefaction. Chinese Journal of Geotechnical Engineering, 24(2): 142 (in Chinese).
533. Zhu, B.H., Liao, H.J. & Zhou, L.X. 2003. Soil Improvement and Reinforcement of Building Foundation. Xi'an Jiaotong University Press, Xi'an, China, (in Chinese).