Earth structures: In transport, water and environmental engineering

Earth Structures: In Transport, Water and Environmental Engineering

Volumn , Issue , 2008, Pages 1-637

  Vaníček, Ivan ^a   Vaníček, Martin ^a  

^a CZECH TECHNICAL UNIVERSITY IN PRAGUE   (Czech Republic)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 84895323582     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1007/978-1-4020-3964-5     Document Type: Book

References (521)

1. AcheW, Holzlohner U, Lehnert J (1983) Improvement of structure-ground systems by preloading. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 559-564.
2. Adam D (1996) Flachendeckende dynamische Verdichtungskontrolle (FDVK) mit Vibrationswalzen (Continuous compaction control (CCC) with vibratory rollers). Ph.D. thesis, Technical University of Vienna, 268 p.
3. Adam D, Markiewicz R (2001) Compaction behaviour and depth effect of the Polygon-Drum. In: Correia AG and Brandl H (eds) Geotechnics for Roads, Rail Tracks and Earth Structures, Balkema, pp 27-36.
4. Adolfsson K, Andreasson P, Bengtsson E, Zackrisson P (1999) High speed X2000 on soft organic clay-measurement in Sweden. In: Barends F et al. (eds) Proc. 12th EC SMGE, Amsterdam, Balkema Rotterdam, vol 3, pp 1713-1718.
5. Aitchison GD, Wood CC (1965) Some interactions of compaction, permeability and postconstruction deflocculation affecting the probability of piping failure in small earth dams. In: Proc. 6th IC SMFE, Montreal, Toronto University press, vol 2, pp 442-446.
6. Ajaz A, Parry RHG (1975a) Stress-strain behaviour of two compacted clays in tension and compression. Geotechnique, vol 25, No 3, pp 495-512.
7. Ajaz A, Parry RHG (1975b) Analysis of bending stresses in soil beams. Geotechnique, vol 25, No 3, pp 586-591.
8. Akai K, Tanaka Y (1999) Settlement behaviour of an off-shore airport KIA. In: Barends et al. (eds) Proc. 12th EC SMGE, Balkema, vol 2, pp 1041-1046.
9. Alberro J (1977) Effect of interaction in earth-rockfill dams. In: Proc. 9th IC SMFE, Spec. Sess. 8-Deformation of Earth-rockfill Dams, Tokyo, JGS, pp 1-18.
10. Alberro J et al. (1976) Guadalupe dam. In: Behaviour of Dams Built in Mexico. Contr. to 12th ICOLD, Com Mexicano de Grandes Presas, Mexico, 10 p.
11. Alexiew D (2005) Piled embankments: Overview of methods and significant case studies. In: 16th IC SMGE, Osaka, Millpress, pp 1819-1822.
12. Alexiew D (2007) Load tests on a geosynthetic reinforced abutment (in German). Geotechnik 2007/2, pp 87-94.
13. Alexiew D, Elsing A, Ast W (2002) FEM-Analysis and dimensioning of a sinkhole overbridging system for high-speed trains at Grobers in Germany. In: Delmas, Gourc, and Girard (eds) Geosynthetics-7th ICG Nice, Lisse, Swets, Zeitlinger, pp 1167-1172.
14. An Ninh N (2000) Application of geosynthetic materials in dam construction. Ph.D. thesis Czech Technical University Prague, 184 p.
15. Andrawes KZ, McGown A, Wilson-Fahmy RF, Mashhour MM (1982) The finite element method of analysis as applied on soil-geotextile systems. In: Proc. 2nd Int. Conf. on Geotextiles, Las Vegas, vol 3, pp 695-700.
16. Atkinson J (1993) An introduction to the mechanics of soils and foundations. McGraw-Hill International Series in Civil Engineering. London, 337 p.
17. Baliak F, Malgot J, Kopecky M (1996) Landslides on Slovak transport structures. (In Slovak). In: Proc. 2nd Slovak Geotechnical Conf., Bratislava, Slovak Technical University, pp 12-18.
18. Barden L (1971) Examples of clay structure and its influence on engineering behaviour. In: Proc. Roscoe Mem. Symp., "Stress-strain behaviour of soils" Cambridge, pp 195-205.
19. Barron RA (1948) Consolidation of fine grained soils by drain wells. Translation ASCE, vol 113, pp 718-742.
20. Barvinek R, Havlicek J (1977) Ervenice corridor. (In Czech). Critical Notice. Stavebn? geologie Praha, 30 p.
21. Basset RH (1979) The use of physical models in design. General Report. In: Proc. 7th EC SMFE, Brighton, BGS, vol 5, pp 253-270.
22. Battelino D (1983) Some experience in reinforced cohesive earth. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 463-468.
23. Beetstra GW, Stoutjesdijk TP (2005) First approach to rational risk management (RRD) by the Delta Institute, 1 November. GeoDelft, Delft.
24. Beinbrech G, Hohwiller F (2000) Cushion foundations: Rigid expanded polystyrene foam as a deforming and cushioning layer. Ground Improvement, vol 4, No 1, pp 3-12.
25. Benson CH, Daniel DE (1990) Influence of clods on hydraulic conductivity of compacted clay. Journal of Geotechnical Engineering ASCE, vol 116, No 8, pp 1231-1248.
26. Bergado DT, Balasubramanian AS, Fannin RJ, Holtz RD (2002) Prefabricated vertical drains (PVDs) in soft Bangkok clay: A case study of the new Bangkok International Airport project. Canadian Geotechnical Journal, vol 39, No 2, pp 304-315.
27. Bertram GE (1940) An Experimental Investigation of Protective Filters. Harvard University Soil Mechanics Series, No 7, p 1.
28. Bhatia SK, Moraille J, Smith JL (1998) Performance of granular vs. geotextile filters in protecting cohesionless soils. In: ASCE Spec. Publ No 78. Filtration and Drainage in Geotechnical/Geoenvironmental Engineering, pp 1-29.
29. Bishop AW (1955) The use of the slip circle in the stability analysis of earth slope. Geotechnique, vol 5, pp 7-17.
30. Bishop AW (1957) Some factors controlling pore pressure set up during the construction of earth dams. In: Proc. 4th IC SMFE, London, vol 2, pp 294-300.
31. Bishop AW(1959) The principle of effective stress. Teknisk Ukeblad, vol 106, No 39, pp 859-863.
32. Bishop AW(1967) Progressive failure with special reference to the mechanism causing it. In: Proc. EC ISSMFE, Oslo, vol 2, pp 3-10.
33. Bishop AW(1973) The stability of tips and spoil heaps. Quarterly Journal of Engineering Geology, vol 6, pp 335-376.
34. Bishop AW, Bjerrum L (1960) The relevance of the triaxial test to the solution of stability problems. NGI Publ. No 34, Oslo.
35. Bishop AW, Garga VK (1969) Drained tension tests on London clay. Geotechnique, vol 19, No 3, pp 310-313.
36. Bishop AW, Henkel DJ (1962) The measurement of soil properties in the triaxial test. Edward Arnold Publishers, London, 227 p.
37. Bishop AW, Wesley LD (1975) A hydraulic triaxial apparatus for controlled stress path testing. Geotechnique, vol 25, pp 657-670.
38. Bjerrum L (1963) Discussion. Section VI Interaction between structure and soil. In: Proc. 3rd EC ISSMFE, Wiesbaden, vol 2, pp 135-137.
39. Bjerrum L (1967a) Discussion. In: Proc. 9th ICOLD, Istanbul, vol 6, p 456.
40. Bjerrum L (1967b) Progressive failure in slopes of over-consolidated plastic clay and clay shales. JSMFD ASCE, vol 93, No SM5, pp 3-49.
41. Bjerrum L (1973) Problems of soil mechanics and construction on soft clays. In: Proc. 8th IC SMFE, Moscow, 1973, vol 3, pp 109-159.
42. Bjerrum L, Nash JKTL, Kennard RM, Gibson RE (1972) Hydraulic fracturing in field permeability testing. Geotechnique, vol 22, No 2, pp 223-254.
43. Blight GE (1994) Environmentally acceptable tailings dams. In: Proc. 1st ICEG, Edmonton, BiTech Publishers, pp 417-426.
44. Blight GE, Troncoso JH, Fourie AB, Wolski W (2000) Issues in the geotechnics of mining wastes and tailings. GeoEng2000, Melbourne, Technomic Publ. Comp., vol 1, pp 1253-1283.
45. Blume KL (1996) Long-term measurement on a road embankment reinforced with a high-strength geotextile. In: Proc. EuroGeo 1, Maastricht, Balkema, pp 237-244.
46. Boden JB, Irwing MJ, Pocock RG (1979) Construction of experimental reinforced earth walls at the transport and road research laboratory. TRRL Supplementary Report, vol 457, pp 162-194.
47. Bourdeau PL, Pardi L, Recordon E (1991) Observation of soil reinforcement interaction by x-ray radiography. In: McGown, Yeo, and Andrawes (eds) Performance of Reinforced Soil Structures, Thomas Telford, London, pp 347-352.
48. Brady KC, Masterton GGT (1991) Design and construction of an anchored earth wall at Annan. In: McGown, Yeo, Andrawes, and Thomas (eds) Performance of Reinforced Soil Structures, Thomas Telford, London, pp 127-134.
49. Brakel J, Coprens M, Maagdenberg AC, Risseeuw P (1982) Stability of slopes constructed with polyester reinforcing fabric, test section at Almere. In: Proc. 2nd Int. Cong. on Geotextiles, Las Vegas, vol 3, pp 727-732.
50. Brandl H (1999) Mixed-in-place stabilization of pavement structures with cement and additives. In: Barends FBJ et al. (eds) Proc. 12th EC SMGE, Amsterdam, Balkema, Rotterdam, vol 3, pp 1473-1481.
51. Brandl H (2000) Stability and failures of landfills. In: Proc. IXth Baltic Geotechnics, Parnu, Estonian G.S. 16 p.
52. Brandl H (2001a) Compaction of soil and other granular material-interactions. In: Correia AG and Brandl H (eds) Geotechnics for Roads, Rail Tracks and Earth Structures. Balkema, pp 3-12.
53. Brandl H (2001b) The importance of optimum compaction of soil and other granular material. In: Correia AG and Brandl H (eds) Geotechnics for Roads, Rail Tracks and Earth Structures. Balkema, pp 47-68.
54. Brandl H (2001c) High embankments instead of bridges and bridge foundations in embankments. In: Correira AG and Brandl H (eds) Geotechnics for Roads, Rail Tracks and Earth Structures. Balkema, pp 13-26.
55. Brandl H (2001d) Slope stability and spreading of landfills. In: Proc. 2nd Australia-New Zealand Conf. on Environmental Geotechnics, Newcastle-Australia, 6 p.
56. Brandl H (2001e) Geotechnics of rail track structures In: Correia AG and Brandl H (eds) Geotechnics for Roads, Rail Tracks and Earth Structures. Balkema, pp 271-288.
57. Brandl H (2004) Geotechnical aspects for high-speed railways. In: Correira AG and Loizos A (eds) Geotechnics in Pavement and Railway Design and Construction. Millpress, pp 117-132.
58. Brandl H, Adam D (2004) Soil and rock nailing-stability analyse and case studies. In: Proc. Int. Conf. Soil Nailing and Stability of Soil and Rock Engineering, Nanjing, CI-Premier PTE Singapore, pp 1-16.
59. Brandl H, Blovsky S. (2003) Zustandsbewertung, U berwachung, Sicherung und Sanierung von Deichen bzw. Hochwassersdammen. In: Sicherung von Dammen und Deichen., edt. Hermann and Jensen, Universitat Siegen. 34 p.
60. Brandl H, Robertson PK (1996) Geo-environmental site investigation and characterization. In: Proc. 2nd ICEG, Osaka. Preprint of Special Lectures and State-of-The-Art reports. ISSMGE and JGS, pp 117-140.
61. Brandl H, Gartung E, Verspohl J, Alexiew D (1997) Performance of a geogrid-reinforced railway embankment on piles. In: 14th IC SMFE, Hamburg. Balkema, pp 1731-1736.
62. Brandl H, Kopf F, Adam D (2005) Continuous Compaction Control (CCC) with differently excited dynamic rollers. Bundesministerium fur Verkehr, Innovation und Technologie, Strabenforschung Heft 553, Wien, p 150.
63. Brenner RP, Pbebaharan N (1983) Analysis of sandwick performance in soft Bangkok clay. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 579-586.
64. Broms BB, Anttikoski U (1983) Soil stabilization. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 3, pp 1289-1301.
65. Bryhn OR, Loken T, Aas G (1983) Stabilization of sensitive clays with hydro-aluminium compared with unslake lime. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 885-896.
66. Burd HJ, Brocklehurst CJ (1990) Finite element studies of the mechanics of reinforced unpaved roads. In: Proc. 4th Int. Conf. on Geotextiles, Geomembranes and Related Products, Den Haag, Balkema, Rotterdam, vol 1, pp 217-222.
67. Burenkova VV, Afinogenova MV (1974) Material analysis of transitional zones from Verchne-Tobolskoj dam. (In Russian) Trudy VNII VODGEO, No 44, Moscow, p 23.
68. Butterfield R, Harkness RM, Andrawes KZ (1970) A stereophotogrammetric method for measuring displacement fields. Geotechnique, vol 20, No 3, pp 308-314.
69. Cabrera JG, Woolley GR (1994) Fly ash utilization in civil engineering. In: Goumans, van der Sloot, and Aalbers (eds) Environmental Aspects of Construction with Waste Materials. Elsevier, pp 345-356.
70. Casagrande A (1950) Notes on the design of earth dams. Journal of the Boston Society of Civil Engineers, vol 37, No 4, pp 405-429.
71. Casagrande A (1969) Participation in panel discussion on earth and rockfill dams. In: Proc. 7th IC SMFE, Mexico, vol 3, 301 p.
72. Cazzuffi D, Crippa E (2005) Shear strength behaviour of cohesive soils reinforced with vegetation. In: Proc. 16th IC SMGE, Osaka, Millpress, vol 4, pp 2493-2498.
73. Cedergren HR (1960) Seepage requirements of filter and pervious bases. JSMFD, ASCE, vol 127, No SM5, pp 15-34
74. Chabal JP et al. (1983) A novel reinforced fill dam. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 477-480.
75. Chaddock BCJ (1996) The structural performance of stabilized soil in road foundations. In: Lime Stabilisation. Thomas Telford, London.
76. Chae YE, Yoon GL, Lee KW, Kim BT (2003) Soft ground improvement at the Incheon International Airport. In: Leung et al. (eds) Proc. 12th AC SMGE, Singapore, Word Scientific, Singapore, vol 1, pp 147-150.
77. Chandler RJ, Skempton AW (1974) The design of permanent cutting slopes in stiff fissured clays. Geotechnique, vol 24, pp 457-466.
78. Charles JA, Watts KS (1996) The assessment of the collapse potential of fills and its significance for building on fill. In: Proc. ICE, Geotechnical Engineering, vol 119, January, pp 15-28.
79. Charles JA, Earle EW, Burford D (1979) Treatment and subsequent performance of cohesive fill left by opencast ironstone mining at Snatchill experimental housing site, Corby. In: Proc. Clay Fills, London, ICE, pp 63-72.
80. Chen FH (1975) Foundations on Expansive Soils. Developments in Geotechnical Engineering, vol 12, Elsevier Scientific Publ. Co, New York, 280 p.
81. Christopher BR, Holzt RD, Fischer GR (1993) Research needs in geotextile filter design. In: Brauns, Heibaum, and Schuler (eds) Filters in Geotechnical and Hydraulic Engineering. Balkema, Rotterdam, pp 19-26.
82. Cistn J (1973) Filtration layers on upstream face of earth-fill dams. (In Czech) Vodn? Hospodarstv?, vol 23, row A, No 2, pp 31-36.
83. Cistn J (1980) Principles and methods for filter design from technical textiles in hydro engineering. (In Czech). Vodn? Hospodarstv?, vol 30, row A, pp 11-15.
84. Clark R, Weltman AJ (2003) Man-made deposits-recent and ancient. State of the Art Report. In: Vaníček et al. (eds) Proc. 13th IC SMGE, Prague, Czech Geotechnical Society, vol 3, pp 77-96.
85. Clough RW, Woodward RJ (1967) Analysis of embankment stresses and deformations. JSMFED, ASCE, vol 93, No SM2.
86. Collins K, McGown A (1974) The form and function of microfabric features in a variety of natural soils. Geotechnique, vol 24, No 2, pp 223-254.
87. Consoli NC, Casagrande MDT, Coop MR (2005) Behaviour of a fibre-reinforced sand under large shear strains. In: Proc. 16th IC SMGE, Osaka, Mill press, vol 3, pp 1331-1334.
88. CSN 721002: 1993 Soil Classification for Road Constructions, CNI Prague.
89. CSN 721006: 1998 Soil compaction control, CNI Prague.
90. CSN 721018: 1970 Laboratory determination of relative mature of cohesionless soils, CNI Prague.
91. CSN 731001: 1987 Foundation of Structures. Subsoil under Shallow Foundations, CNI Prague.
92. CSN 733050: 1986 Earthworks. General requirements, CNI Prague.
93. CSN 736133: 1998 Road earthwork-design and execution, CNI Prague.
94. CSN 736192: 1996 Impact load tests for road surfaces and subsurfaces, CNI Prague.
95. CSN 736850: 1975 Earth Fill Dams (Bulk Earth Dams), CNI Prague.
96. CSN 838036: 2002 Waste Landfilling-monitoring of Landfills, CNI Prague.
97. D'Elia B, Distefano D, Esu F, Federico G (1979) Design criteria for uncompacted clay fills. In: Proc. 7th EC SMFE, Brighton, BGS, vol 1, pp 125-130.
98. D'Elia B, Distefano D, Esu F, Federico G (1983) Improvement of an uncompacted clay fill. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 745-749.
99. Daniel DE (1993) Clay liners. Chapter 7 In: Geotechnical Practice for Waste Disposal. Chapman and Hall, London.
100. Daniel DE (1995) Pollution prevention in landfills using engineered final covers. In: Sarsby (ed) Green 93 Waste Disposal by Landfill. Balkema, Rotterdam, pp 73-92.
101. Daniel DE, Bowders JJ Jr (1996)Waste containment systems by geosynthetics. In: Proc. 2nd ICEG, Osaka. Preprint of Special Lectures and State-of-The-Art reports. ISSMGE and JGS, pp 49-66.
102. De Beer EE (1969) Stability problems of slopes in overconsolidated clays and schists. In: Proc. New Advances in Soil Mechanics I, Prague, Czechoslovak scientific and technical society, pp 53-104.
103. De Mello LGFS (1998) Re-use of by-products. In: Seco e Pinto PS (ed) Proc. 3rd ICEG, Lisbon, Balkema Rotterdam, vol 4, pp 1293-1297.
104. De Mello VFB (1977) Reflections on design decisions of practical significance to embankment dams. Geotechnique, vol 27, No 3, pp 279-355.
105. Delmas P, Matichard Y, Gourc JP, Riondy G (1986) Unsurfaced roads reinforced by geotextiles-A seven years experiment. In: Proc. 3rd Int. Conf. on Geotextiles, Vienna, vol 4, pp 1015-1020.
106. Delmas P, Queyroi D, Quaresma M, De Saint Amand, Puech A (1990) Failure of an experimental embankment on soft soil reinforced with geotextile: Guiche. In: Proc. 4th Int. Conf. on Geotextiles Geomembranes and Related Products, The Hague, Balkema, vol 3, pp 1019-1024.
107. DIN 1054 (1996) Draft, Soilsand Foundations, Safety in Geotechnical Engineering. DIN, Berlin.
108. Dolezalova M (1970) Effect of steepness of rocky canyons slopes on cracking of clay cores of rock-and-earthfill dams. In: Proc. 10th ICOLD, Montreal, vol 1, pp 215-224.
109. Duncan JM, Williams GW, Sehn AL, Seed RB (1991) Estimation earth pressures due to compaction. Journal of Geotechnical Engineering, ASCE, vol 117, No 12, December, pp 1833-1847.
110. Dunlop P, Duncan JM (1970) Development of failure in excavated slopes. JSMFED, ASCE, vol 96, No SM2.
111. Dykast I (1993) Properties and behaviour of high clayey spoil heaps in the North-Bohemian brown-coal district. (In Czech), Ph.D. thesis, CTU Prague, 126 p.
112. Dykast I, Pegrimek R, Pichler E, RehorM, Havl?cek M, Vaníč ek I (2003) Ervenice corridor-130 m high spoil heap from clayey material-with transport infrastructure on its surface. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, Czech Geotechnical Society, vol 4, pp 57-76.
113. EB GEO (1997) Empfehlungen fur Bewehrungen aus Geokunststoffen. (Recommendations for reinforcement with Geosynthetics). (In German). German Society of Soil Mechanics and Geotechnical Engineering (eds), Berlin, Ernst & Sohn.
114. Eisenstein Z, Krishnayya AVG, Morgenstern NR (1972) An analysis of cracking in earth dams. In: Proc. Appl. FEM in Geot. Eng. US WES Vickburg, pp 431-456.
115. Elsing A (2006) HaTelit reinforcement prevents crack propagation at Rosenstrasse (K57), Ochtrup, Germany. HUESKER Job Report, Gescher, 2 p.
116. Environmental Agency (2001) Contamination Classification Thresholds for Disposal, Version 3. Environmental Agency, UK.
117. Eriksson L, Ekstrom A (1983) The efficiency of three different types of vertical drain-results from a full scale test. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 605-610.
118. ETC-8 (1993) GLR-Recommendations: Geotechnics of Landfill Design and Remedial Works. Ernst and Sohn, Berlin, 2nd edn.
119. Eurocode 7: Geotechnical Design-Part 1: General Rules (EN 1997-1:2004). CEN, Brussels, p 167.
120. Fantini P, Roberti R (1996) Highway Frejus Torino: A case history of a green reclamation around a highway viaduct with geogrid reinforcement walls. In: Proc. EuroGeo 1, Maastricht, Balkema, pp 387-392.
121. Farrar DM (1978) Settlement and pore-presure dissipation within an embankment built of London Clay. Clay Fills. ICE London, pp 101-106.
122. Faure YH, Imbert B (1996) Use of geotextiles to prevent fine material from polluting railway subgrades. In: De Groot, Den Hoedt, and Termaat (eds) Geosynthetics: Application, Design and Construction. Balkema, Rotterdam, pp 479-486.
123. Feda J (1977) Mechanics of particulate media. (In Czech), Academia Praha.
124. Feda J (1982) Mechanics of particulate materials. The principles. Academia Prague, 448 p.
125. Feda J (2003) Behaviour of double porosity geomaterials. In: Vaníček I et al. (eds) Proc. 8th EC SMCE, Prague, CGtS, vol 1, pp 667-672.
126. Feda J, Herstus J, Herle I, Stastny J (1994) Landfills of waste clayey material. In: Proc. 13th IC SMFE, New Delhi, Oxford and IBH Publ. Co, New Delhi, vol 4, pp 1623-1628.
127. Fell R, Hungr O, Leroueil S, Riemer W (2000) Keynote lecture-Geotechnical engineering of the stability of natural slopes, and cuts and fills in soil. In: GeoEng, Melbourne, Technomic Publishing Co, vol 1, pp 21-120.
128. Fellenius BH, Wager O (1977) The equivalent sand drain diameter of the band-shaped drain. In: Proc. 9th IC SMFE, Tokyo, JGS, 396 p.
129. Fiedler J (1990) The settlement of constructions founded on uncompacted fills. In: Glasgow, R (ed) Proc. 3rd Int. Symp. on the Reclamation, Treatment and Utilization of Coal Mining Wastes, Balkema, Rotterdam, pp 283-286.
130. Fischer GR, Christopher BR, Holtz RD (1990) Filter Criteria Based on Pore Size Distribution. In: Proc. 4th Int. Cong. on Geotextiles, The Hague, Netherlands, Balkema, vol 1, pp 289-294.
131. Fluet JE Jr (ed) (1987) Geotextile Testing and the Design Engineer. ASTM Publ. 952.
132. Forssblad L (1965) Investigations of soil compaction by vibration. Acta Polytechnica Scandinavia, Ci-34, Stockholm.
133. Foster M, Fell R, Spannagle M (2000a) The statistics of embankment dam failures and accidents. Canadian Geotechnical Journal, vol 37, No 5, pp 1000-1024.
134. Foster M, Fell R, Spannagle M (2000b) A method for assessing the relative likehood of failure of embankment dams by piping. Canadian Geotechnical Journal, vol 37, No 5, pp 1025-1061.
135. Frydenlund TE, Aaboe R (1994) Expanded polystyrene-A lighter way across soft ground. In: Proc. 13th IC SMFE, New Delhi, Oxford and IBH Publishing Co., New Delhi, vol 3, pp 1287-1292.
136. Fujii M (1977) Geotechnical aspects of construction of the Shinkansen. In: Proc. 9th IC SMFE, Tokyo, vol 3, pp 237-260.
137. Furudoi T (2005) Second phase construction project of Kansai International Airport. In: Proc. 16th IC SMGE, O saka, Millpress, Rotterdam, vol 1, pp 313-322.
138. Gassler G (1991) In-situ techniques of reinforced soil. State of the Art report. In: McGown EA, Yeon K, and Andrawes KZ (eds) Proc. Int. Reinforced Soil Conference BGS, Glasgow, London, Thomas Telford, pp 185-196.
139. Gatti G, Gioda G (1983) Soil improvement by pre-loading: Numerical results vs. in situ measurements. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 617-620.
140. Gens A (2003) The role of geotechnical engineering in nuclear energy utilisation. Special Lecture. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, Czech Geotechnical Society, vol 3, pp 25-67.
141. Girijivallanhan CV, Reese LC (1968) Finite element method for problems in soil mechanics. JSMFED, ASCE, vol 94, No SM2.
142. Giroud JP (1996) Granular filters and geotextile filters. In: Lafleur and Roklin (eds) Proc. Conf. Geofilters 96, Montreal, Bitech Publications, pp 565-679.
143. Giroud JP, Noiry L (1981) Geotextile-reinforced unpaved road design. JGED, ASCE, vol 107, No GT9, pp 1233-1254.
144. Giroud JP, Gourc JP, Bally P, Delmas P (1977) Behaviour of a nonwoven fabric in an earth dam. In: Proc. Int. Conf. on the Use of Fabrics in Geotechnics, Paris, pp 213-218.
145. Giroud JP, Badu-Tweneboah K, Soderman KL (1994) Evaluation of landfill liners. In: Proc. 5th Int. Conf. Geotextile, Geomembranes and Related Products, Singapore.
146. Gourc JP (1996) Retaining structures with geosynthetics: A mature technique, but with some questions pending. In: Proc. 1st European Conf. EuroGeo 1, Maastricht, Balkema, pp 27-46.
147. Gourc JP, Perrier H, Riondy G (1983) Unsurfaced roads on soft subgrade: Mechanism of geotextile reinforcement. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 495-498.
148. Greaves H (1996) An introduction to lime stabilization. In: Proc. Lime Stabilization, London, Loughborough University, Thomas Telford, pp 5-12.
149. Greenwood JH (1990) The creep of geotextile. In: Proc. 4th Int. Congress on Geotextiles Geomembranes and Related Products, Hague, Balkema, Rotterdam, vol 2, pp 645-650.
150. Gschwendt I et al. (2001) Roads, Materials and Technology. (In Slovak). Jaga publishing, Bratislava, 207 p.
151. Hall CD, Gilchrist AJT (1995) Steeply sloping lining systems-Stability considerations using reinforced soils. In: Proc. Green 93-Waste Disposal by Landfilling, Balkema, Rotterdam, pp 427-432.
152. Hansbo S (1981) Consolidation of fine-grained soils by prefabricated drains. In: Proc.10th IC SMFE, Stockholm, 1981, vol 3, pp 677-682.
153. Hansbo S (1983) How to evaluate the properties of prefabricated drains. In: Proc. 8th EC SMFE, Helsinki, vol 2, pp 621-626.
154. Hansbo S (2001) Consolidation equations valid for both Darcien and non-Darcien flow. Geotechnique, vol 51, No 1, pp 51-54.
155. Hansbo S, Jamiolkowski M, Kok L (1981) Consolidation by vertical drains. Geotechnique, vol 31.
156. Havl?cek J (1972) Air in pores of soil. (In Czech). Research Report. UTAM Czech Academy of Science. 85 p.
157. Havlicek J (1978) Foundation settlement. (In Czech). Final Report of the Research Project C 52-347-018, SG Praha.
158. Havlicek J (1981) Slope stability-Introduction Lecture. (In Czech). National Seminar on Slope Stability. VTS, Karlovy Vary.
159. Havlicek J, Fiedler J (1969) The Influence of Long Term Rain on Stability of Earth Dams. (In Czech). UTAM CAS, Praha.
160. Havlicek J, Myslivec A (1965) The influence of saturation and stratification on the shearing properties of certain soils. In: Proc. 6th IC SMFE, Montreal, University of Toronto Press, vol 1, pp 235-239.
161. Havukainen J (1983) The utilization of compacted coal ash in earth works. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 773-776.
162. Head M, Lamb M, Reid M,Winter M (2006) The use of waste materials in construction-progress made and challenges for the future. Feature Lecture. In: Thomas H (ed) Proc. 5 ICEG, Cardiff, London, Thomas Telford, vol 1, pp 70-92.
163. Heerten G (1993) A contribution to the improvement of dimensioning analogies for grain filters and geotextile. In: Brauns, Schuler, and Heibaum (eds) Proc. 1st IC "Geo-filters" Karlsruhe, Filters in Geotechnical and Hydraulic Engineering, Balkema, pp 121-128.
164. Hegg U, Jamiolkowski M, Lancellotta R, Parvis E (1983) Behaviour of oil tanks on soft cohesive ground improved by vertical drains. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 627-632.
165. Henkel DJ (1960) The relationships between the strength, pore water content in saturated clays, Geotechnique, vol 10, pp 41-54.
166. Herle V, Skopek J (2003) Geotechnical problems of shifting of the gothic church in Most. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, CGtS, vol 4, pp 119-130.
167. Herstus J, St'astny J (1992) Measurement of spatial stresses and deformations in spoil heap of mine Merkur. (In Czech). AGE Prague.
168. Herstus et al. (1992) Origin and development of pore pressure in spoil heap body. (In Czech). AGE Prague.
169. Herstus J, St'astny J, Malek J, B?ly P (1997) Open-pit mine claystones as material for waste landfill liners. In: Proc. 14th IC SMGE, Hamburg, Balkema, Rotterdam, vol 3, pp 1823-1826.
170. Hewlet WJ, Randolf MF (1988) Analysis of piled embankments. Ground Engineering, vol 22, No 3, pp 12-18.
171. Hillis SF, Truscott EG (1983) Magat dams: Design of internal filters and drains. Canadian Geotechnical Journal, No 3, pp 491-501.
172. Hoeg K (2001) Embankment-dam engineering, safety evaluation and upgrading. In: Proc. 15th IC SMGE, Istanbul, Balkema, Lisse, vol 4, pp 2491-2504.
173. Hoeg K (2003) Embankment-dam engineering and safety evaluation. In: Jubilee Volume in Celebration of 75th Ann. of K.Terzaghi's " Erdbaumechanik" and 60th Birthday of Prof. Brandl. Vienna Technical University, 2nd ed., pp 321-341.
174. Hoekstra SJ (1995) Final capping and finishing of a landfill Limburg, the Netherland. In: Sarsby(ed) Proc. Green '93 Waste Disposal by Landfill, Balkema, Rotterdam, pp 643-648.
175. Holeyman A, Mitchell JK (1983) Assessment of quicklime pile behaviour. In: Proc. VIII EC SMFE, Helsinki, Balkema, vol 2, pp 897-902.
176. Hollingworth F, Druyts FHWM (1982) Filter cloth partially replaces and supplement filter material for protection of poor quality core material in rock-fill dam. In: Proc. 14th ICOLD, Rio de Janeiro, vol 4, pp 709-726.
177. Holm G, Trank R, Ekstrom A (1983) Improving lime column strength with gypsum. In: Proc. VIII EC SMFE, Helsinki, Balkema, vol 2, pp 903-907.
178. Holt CC, Freer-Hewish RJ (1996) Lime treatment of capping layers under the current DoT specification for highway works. In: Proc. Lime Stabilization, London, Loughborough University, Thomas Telford, pp 51-61.
179. Hoteit N, Faucher B (2003) Overview of geotechnical issues of feasibility study of geological disposal of radioactive waste. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, Czech Geotechnical Society, vol 3, pp 17-23.
180. Houlsby GT, Jewell RA (1990) Design of reinforced unpaved roads for small rut depths. In: Den Hoedt (ed) Proc. 4th Int. Conf. on Geotextiles Geomembranes and Related Products, Balkema, Rotterdam, vol 1, pp 171-176.
181. Houlsby GT, Burd HJ (1999) Understanding the behaviour of unpaved roads on soft clay. In: Barends et al. (eds) Proc. XII EC SMGE, Balkema, Rotterdam, pp 31-42.
182. Hulla J, Kadubcova Z (2000) Erosive filtration in the flood embankments subsoil. In: Wolski and Mlynarek (eds) Filters and drainage in geotechnical and environmental engineering. Balkema, pp 305-312.
183. Hunter D (1988) Lime-induced heave in sulphate-bearing clay soils. ASCE Journal of Geotechnical Engineering, vol 114, No 2, pp 150-167.
184. Hutchinson JN (1977) Assessment of the effectiveness of corrective measures in relation to geological conditions and types of slope movement. In: Proc. Symp. IAEG Landslides and Other Mass Movements, Prague, Bull. Int. Assoc. of Engrg. Geol. No 16, pp 131-155.
185. ICOLD (1986) Bulletin No 56. Quality Control for Fill Dams. Int. Commission on Large Dams. Paris.
186. ICOLD (1994) Bulletin No 97. Tailings Dams, Design of the Drainage. Review and Recommendations. Int. Commission on Large Dams. Paris.
187. ICOLD (1996) Bulletin No 106. A Guide to Tailings Dams and Impoundments. Int. Commission on Large Dams. Paris.
188. ICOLD (2001) Bulletin No 121. Tailings Dams. Risk of Dangerous Occurrences. Lessons Learnt from Practical Experiences. Int. Commission on Large Dams. Paris.
189. Imbert B, Breul B, Herment R (1996) More than 20 years of experience in using a bituminous geomembrane. In: De Groot, Den Hoedt, and Termaat (eds) Geosynthetics: Application, Design and Construction. Balkema, Rotterdam, pp 283-286.
190. Indraratna BN, Locke M (2000) Analytical modeling and experimental verification of granular filter behaviour. In: Wolski and Mlynarek (eds) Proc. Conf. Geofilters, Warsaw, Balkema, pp 3-26.
191. Ingold TS (1983) Some factors in the design of geotextile reinforced embankments. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 503-508.
192. Ingold TS (ed) (1995) The Practice of Soil Reinforcing in Europe. Thomas Telford, London.
193. Ingold TS, Miller KS (1988) Geotextiles Handbook. Thomas Telford, London.
194. Istomina VS, Burenkova VV, Misurova GV (1975) Filtration Stability of Clay Soils. (In Russian). Strojizdat, Moscow, 219 p.
195. Jamiolkowski M, Lancellotta R, Wolski W (1983) Precompression and speeding up consolidation. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 3, pp 1201-1226.
196. Janbu N (1954) Application of composite slip surface for stability analysis. Proceedings of European conference on stability of earth slopes, Stockholm, vol 3, pp 43-49.
197. Janbu N (1963) Soil compressibility as determined by oedometer and triaxial tests. In: Proc. EC SMFE, Wiesbaden, vol 1, pp 19-25.
198. Janbu N (1973) Slope Stability Computations. Embankment Dam Engineering. Casagrande Volume. Hirchfeld RC and Poulos SJ (eds). John Wiley and Sons, New York, pp 47-86.
199. Janbu N, Senneset K (1979) Interpretation procedures for obtaining soil deformation parameters. In: Proc. 7th EC SMFE, Brighton, BGS, vol 1, 185-188.
200. Jansen HL, Den Hoedt G (1983) Vertical drains: in situ and laboratory performance and design considerations. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 633-636.
201. Jesenak J (1993) Soil Mechanics. (In Slovak), STU Bratislava, 406 p.
202. Jessberger HL, Stone K (1991) Subsidence effects on clay barriers. Geotechnique, vol 41, No 2, pp 185-194.
203. Jewell RA (1990) Strength and deformation in reinforced soil design. In: Proc. 4th IC Geotextiles Geomembranes and Related Products, Den Haag, Balkema, Rotterdam, vol 3, pp 913-946.
204. Johnson PE, Card GB (1998) The use of soil nailing for the construction and repair of retaining walls. TRL Report 373, 42p.
205. Jones CJFP (1991) Construction influences on the performance of reinforced soil structures. In: McGown, Yeo, and Andrawes (eds) Performance of Reinforced Soil Structures. Thomas Telford, London, pp 97-116.
206. Jones CJFP (1996) Earth Reinforcement and Soil Structures. Thomas Telford, London, 379 p.
207. Kamon M, Hartlen J, Katsumi T (2000) Reuse of waste and its environmental impact. In: GeoEng 2000 vol 1, Invited papers. Technomic Publ. Comp. Lancaster, pp 1095-1123.
208. Karpoff KP (1955) The use of laboratory tests to develop design criteria for protective filters. In: Proc. Am. Soc. Test. Mat 55, p 1183.
209. Karpurapu R, Bathurst RJ (1994) Finite element analysis of geotextile
210. Kassif G, Baker R (1971) Ageing effects on swell potential of compacted clays. Journal SMFD ASCE, vol 97, No SM3, pp 529-540.
211. Kassif G, Henkin EN (1967) Engineering and physico-chemical properties affecting piping failure of low loess dams in Negev. In: Proc. 3rd Asian Conf. SMFE, Haifa, vol 1, p 13.
212. Kassif G, Zaslavsky D, Zeitlen JG (1965) Analysis of filter requirements for compacted clays. In: Proc. 6th IC SMFE, Montreal, vol 2, p 495.
213. Kazda I (1990) Finite Element Techniques in Ground Water Flow Studies. Elsevier, Amsterdam.
214. Kazda I (1997) Underground Hydraulics in Ecological and Engineering Applications. (In Czech). Academia, Praha.
215. Kempfert HG (1996) Embankment foundation on geotextile-coated sand columns in soft ground. In: Proc. EuroGeo 1, Maastricht, Balkema, pp 245-250.
216. Kempfert HG, Jaup A, Raithel M (1997) Interactive behaviour of a flexible reinforced sand column foundation in soft soils. In: Proc. 14th IC SMGE, Hamburg, Balkema, Rotterdam, vol 3, pp 1757-1760.
217. Kempfert HG, Gobel C, Alexiew D, Heitz C (2004) German recommendation for reinforced embankments on pile-similar elements. In: EuroGeo 3, Munich DGGT, pp 279-284.
218. Kenney TC, Van Veen WA, Swallow MA, Sungaila MA (1992) Hydraulic conductivity of compacted bentonite-sand mixtures. Canadian Geotechnical Journal, vol 29, pp 364-374.
219. Kezdi A (1964) Bodenmechanik I., II., Verlag fur Bauwesen, Berlin.
220. Kjaernsli B, Torblaa I (1968) Leakage Through Horizontal Cracks in the Core of Hyttejuvet Dam. NGI, Publ., Oslo, No 80, 39 p.
221. KjellmanW(1948) Accelerating consolidation of fine-grained soils by means of card-board wicks. In. Proc. 2nd IC SMFE, Rotterdam, p 302.
222. Kockel R, Jessberger HL (1995) Stability evaluation of municipal solid waste slopes. In: Proc. 11th EC SMFE, Copenhagen, DGS, vol 2, pp 67-72.
223. Koerner RM(1990) Designing with Geosynthetics; 2nd edition. Prentice Hall Publ. Co, Englewood Cliffs, NJ.
224. Koerner RM, Halse YH, Lord AE Jr (1990) Long-term durability and ageing of geomembranes. In: Bonaparte R (ed) Waste containment systems. ASCE, New York, pp 106-134.
225. Koerner RM, Lord AE Jr, Hsuan YH (1992) Arrhenius modeling to predict geosynthetic degradation. Geotextile and Geomembranes, vol 11, pp 151-183.
226. Kolarova E, Vaníček I (2006) Basic requirements on the capping system of the uranium mine tailings. In: Thomas HR (ed) Proc. 5th ICEG, Thomas Telford, vol II, pp 917-924.
227. Kondner RL (1963) Hyperbolic stress-strain response: Cohesive soils. Journal SMFED, ASCE, vol 89, No SM1.
228. Kopf F, Adam D (2005) Dynamic effects due to moving loads on tracks for high-speed railways. In: Proc. 16th IC SMGE, Osaka, Millpress Rotterdam, vol 3, pp 1735-1740.
229. Krishnayya AVG, Eisenstein Z (1972) Brazilian tensile test for soils. Canadian Geotechnical Journal, vol 11, No 4, pp 632-642.
230. Krishnayya AVG, Eisenstein Z, Morgenstern NR (1974) Behaviour of compacted soil in tension. Journal of Geotechnical Engineering Division ASCE, vol 100, No GT9, pp 1051-1061.
231. Krober W, Floss R, Wallrath W (2001) Dynamic soil stiffness as quality criterion for soil compaction. In: Correia AG and Brandl H (eds) Geotechnics for Roads, Rail Tracks and Earth Structures. Balkema, pp 189-199.
232. Kulhawy FH, Gurtowski TM (1976) Load transfer and hydraulic fracturing in zoned dams. JGED, ASCE, vol 102, No GT9, pp 963-974.
233. Kuntsche K (1992) Soil mechanics settlement prognoses for opencast dumps. (In German), Braunkohle 1-2., pp 17-24.
234. Lambe TW (1953) The structure of inorganic soils. In: Proc. ASCE, vol 79, Separate No 315.
235. Lambe TW (1958) The engineering behavior of compacted clay. Journal SMFD ASCE, vol 84 (May).
236. Lambe TW, Whitman RV (1969) Soil Mechanics. John Willey and Sons, New York.
237. Lawson CR (1982) Filter criteria for geotextiles: Relevance and use. JGED, ASCE, vol 108, No GT10, pp 1300-1317.
238. Leflaive E (1985) Soil reinforcement with continuous yarns: The Texsol. In: Proc. 11th IC SMFE, San Francisco, vol 3, pp 1787-1790.
239. Leitner B, Sobolewski J, Ast W, Hangen H (2002) A Geosynthetic Overbridging System in the Base of a Railway Embankment Located on an Area Prone to Subsidence at Grobers: Construction Experience. 7th ICG Nice, pp 349-354.
240. Leonards GA, Altschaeffl AG (1964) Compressibility of clay. Journal of SoilMechanics and Foundation Division, ASCE, vol 90, No SM5, pp 133-155.
241. Leonards GA, Narain J (1963) Flexibility of clay and cracking of earth dams. Journal SMFD, ASCE, vol 89, No SM2, pp 47-98.
242. Leupold D, Oswald KD, Heerten G, Horstmann J (2003) Geotechnical aspects concerning the long-term remediation of tailings management facilities as former uranium ore mining industry legacies. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, CGtS, vol 3, p 277-282.
243. Lord JA (1999) Railway foundations: Discussion paper. In: Barends et al. (eds) Proc. 12th EC SMGE, Balkema vol 3, pp 1679-1691.
244. Lukac M, Bednarova E (2001) Reservoirs and Dams (In Slovak). Slovak Technical University Press, Bratislava, 330 p.
245. Lunne T, Robertson PK, Powell JJM (1997) Cone Penetration Testing in Geotechnical Practice. Blackie Academic and Professional, London, p 312.
246. Lushnikov VV, Vulis SP, Litvinov BM (1973) Relationship between compression and tension modulus. (In Russian). Osnov. Fund. Mech. Grunt., vol 15, No 3, pp 18-19.
247. Madsen FT (1994) Clay and synthetic liners-durability against pollutant attack. In: Proc. 13th IC SMFE, New Delhi, Oxford and IBH publishing co. New Delhi, vol 5, pp 287-288.
248. Madsen FT, Vaníček I, Amann P, Kahr G (1995) Clay mineralogical investigations of tertiary clay from Northern Bohemia. Geologica Carpathia Clays, Bratislava, vol 4, No 2.
249. Madshus C (2001) Modelling, monitoring and controlling the behaviour of embankments under high speed train loads.Workshop 6 Embankment of High Speed Trains 15th ICSMGE Istanbul.
250. Madshus C, Kaynia AM (1999) Dynamic ground interaction; a critical issue for high speed train lines on soft soil. In: Barends F et al. (eds) Proc. 12th EC SMFE, Amsterdam, Balkema, Rotterdam, vol 3, pp 1829-1835.
251. Manassero M, Van Impe WF, Bouazza A (1997) Waste disposal and containment. In: Proc. 2nd ICEG, Osaka 1996, Balkema, Rotterdam, pp 1425-1474.
252. Manassero et al. (1998) Controlled landfill design (Geotechnical aspects). In: Seco e Pinto PS (ed) Proc. 3rd ICEG, Lisboa, Balkema Rotterdam, vol 3, pp 1001-1038.
253. Mannsbart G, Kropik C (1996) Nonwoven geotextiles used for temporary reinforcement of a retaining structure under a railroad track. In: Proc. EuroGeo 1, Maastricht, Balkema, pp 121-124.
254. Marek J, Bures V, Rozsypal A (2003) Stability of the Krusne hory hillsides affected by coal mining activity at the foothills. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, Czech Geotechnical Society, vol 4, pp 173-196.
255. Marsal RJ (1973) Mechanical Properties of Rockfill. Embankment Dam Engineering. Casagrande Volume. Willey, New York.
256. Marsal RJ (1977) Strain computation in earth-rockfill dams. In: Proc. 9th IC SMFE, Spec. Sess. 8- Deformation of Earth-rockfill Dams, Tokyo, JGS, pp 5-6.
257. Marshal RJ (1977) Deformation of earth/rockfill dams. Spec. session 8, In. Proc. 9th IC SMFE Tokyo, JGS, vol 3, pp 525-536.
258. Marsal RJ, de Arellano R (1967) Performance of El Infernillo dam, 1963-1966JSMFD, ASCE, vol 93, No SM4, pp 265-298.
259. Masarovicova M, Slavik I, Jesenak J (2003) Geotechnical aspects of desludging sites. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, CGtS, vol 3, pp 177-181.
260. Matejcekova M (2005) Design of Soil Nailed Walls. STU, Bratislava, Ph.D. thesis, 164 p.
261. Matsui T, Oda K, Tabata T (2003) Structures on and within man-made deposits-Kansai Airport. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, CGtS, vol 3, pp 315-328.
262. McDaniel TN, Decker RS (1979) Dispersive soil problem at Los Esteros dam. JGED, ASCE, vol 105, No GT9, pp 1017-1030.
263. McGown A, Andrawes KZ, Hytiris N, Mercer FB (1985) Soil strengthening using randomly distributed mesh elements. In: Proc. 11th ICSMFE, San Francisco, Balkema, vol 3, pp 1735-1738.
264. McGown A, Murray RT, Andrawes KZ (1987) Influence of wall yielding on lateral stresses in unreinforced and reinforced fills. TRRL Research Report 113, 14p.
265. McGown A, Yeo K, Andrawes KZ (1991) (eds) Performance of reinforced soil structures. Proc. of the Int. Reinforced Soil Conference Organized by BGS, London, Thomas Telford.
266. Melvill AL (1980) Discussion to dispersive soil problem at Los Esteros dam. JGED, ASCE, vol 106, No GT11, pp 1282-1283.
267. Menzies BK, Simons NE (1978) Stability of embankments on soft ground. In: Scott CR (ed) Soil Mechanics Development 1. Applied Science Publ.
268. Michalowski RL, Cermak J (2003) Triaxial compression of sand reinforced with fibres. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, vol 129, pp 125-136.
269. Michaud O (2000) European roads for the time frame until 2025. In: Jubilee Volume Vienna Technical University, vol 5, pp 342-345.
270. Milerski R, Mic?n J, Vesely J (2003) Water works. (In Czech). CERM Academic Publ. Brno.
271. Minar L (2000) Quality of earth plain and its improvement. (In Czech). In: Proc. Substructure, Czech Railways Seminar, U st? nad Labem, pp 86-91.
272. Misurova GV (1974) Strength of aggregates created during seepage through crack. (In Russian), Trudy VNII VODGEO No 44, Moscow, 26 p.
273. Mitarai Y, Fukasawa T, Sakamoto A, Nakamura A (2003) The construction project of Central Japan International Airport-Application of pneumatic flow method for large and rapid work. In: Leung et al. (eds) Proc. 12th AC SMGE, Singapore, Word Scientific, Singapore, vol 2, pp 511-1516.
274. Mitchell JK (1993) Fundamentals of Soil Behaviour. John Wiley and Sons. New York, sec. edn, first edn 1976.
275. Mitchell JK (1996) Geotechnics of soil-waste interactions. In: Kamon (ed) Proc. 2nd ICEG, Osaka, Balkema, Rotterdam, vol 3, pp 1311-1328.
276. Mitchell JK (1997) Understanding soil behavior runs through it-role of soil behavior in continuing evolution of geotechnical engineering. Prague Geotechnical Lecture.
277. Mitchell JK, Katti RK (1981) Soil improvement. In: Proc. 10th IC SMFE, Stockholm, Balkema, pp 261-317.
278. Mitchell JK, Madsen FT (1987) Chemical effects on clay hydraulic conductivity. In: Woods RD (ed) Geotechnical Practice for Waste Disposal '87. ASCE, New York, pp 87-116.
279. Mlynarek J (2000) Geo drains and geo-filters-Retrospective and future trends. In: Wolski and Mlynarek (eds) Proc. Conf. Geofilters, Warsaw, Balkema, pp 27-50.
280. Moh Z (1962) Soil stabilization with Portland cement and sodium additives. Journal SMFE, ASCE, vol 88, No 6, pp 81-105.
281. Moo-Young HK, Zimmie TF (1996) Effects of organic decomposition on paper mill sludges used as landfill cover. In: Kamon M (ed) Proc. 2nd ICEG, Osaka, Balkema Rotterdam, vol 2, pp 827-832.
282. Morgenstern NR (1994) The observational method in environmental geotechnics. In: Proc. 1st ICEG, Edmonton, BiTech Publishers, pp 963-976.
283. Morgenstern NR (1999) Observations on geotechnics and mine waste management. In: Geotechnics in the New Millenium. An Imperial College perspective. IC London, pp 118-120.
284. Morgenstern NR, Price VE (1965) The analysis of the stability of general slip surfaces. Geotechnique, vol 15, pp 79-93.
285. Morgenstern NR, Fair AE, McRoberts EC (1988) Geotechnical engineering beyond soil mechanics -A case study. Canadian Geotechnical Journal, vol 24, pp 637-661.
286. Moser AP (2001) Buried Pipe Design. McGraw-Hill Professional, 2nd edn, 544 p.
287. Myslivec A, Eisenstein Z (1965) Utilization of swelling clays in civil engineering. (In Czech) Inzenyrske Stavby, vol 13, No 3, pp 307-309.
288. Myslivec A, Jesenak J, Eichler J (1970) Soil Mechanics. (In Czech). SNTL 1970, Praha, 388 p.
289. Narain J, Rawat PC (1970) Tensile strength of compacted soils. Journal SMFD, ASCE, vol 96, No SM6, pp 2185-2190.
290. Newson TA, Fahey M (2001) Site investigation of soft tailings deposits using a hovercraft. Geotechnical Engineering. In: Proc. ICE, April 2001, vol 149, pp 115-126.
291. Niciporovic AA (1969) Participation in panel discussion on earth and rockfill dams. In: Proc. 7th IC SMFE, Mexican Soil Mechanics Society, vol 3, p 293.
292. Nosko V, Andrezal T, Gregor T, Ganier P (1996) SENSOR damage detection system (DDS)- The unique geomembrane testing method. In: De Groot, Den Hoedt, and Termaat (eds) Proc. 1st Europ. Geosynth. Conf. Maastricht. Geosynthetics: Applications, Design and Construction, Balkema, Rotterdam, pp 743-748.
293. Ohne Y, Narita K (1977) Discussion on cracking and hydraulic fracturing in fill-type dams. In: Proc. 9th IC SMFE, Spec. Sess. 8-Deformation of Earth-rockfill Dams, Tokyo, JSSMFE, pp 60-63.
294. Onitsuka K, Kamon M, Katsimu T, Okada J, Nambu M, Ono S (1996) Industrial waste disposal and utilization of waste landfill in Japan. In: Kamon M (ed) Proc. 2nd ICEG, Osaka, Balkema Rotterdam, vol 2, pp 663-668.
295. O'Riordan N (2004) Channel Tunnel Rail Link-Ground Engineering. Invited Lecture. Czech Geot. Soc. Prague, 11.02.2004 Ovesen NK (1979) Panel discussion. In: Proc. VII EC SMFE, Brighton, vol 4, pp 319-323.
296. Ovesen NK (1983) Centrifuge tests of embankments reinforced with geotextiles on soft clay. In: Proc. 8th EC SMFE, Helsinki, 1983, Balkema, vol 1, pp 393-398.
297. Parzek J (1976) Jirkov Dam. Periodical Report of Technical Security Supervision to the Date 30.6.1976. (In Czech) VRV-TBD Prague, 20 p.
298. Park et al. (1997) A case study of vacuum preloading with vertical drains. In: Davies MCR and Schlosser F (eds) Ground Improvement Geosystems Densification and Reinforcement. Thomas Telford, London, pp 68-74.
299. Parry RHG, Nadarajan V (1974) Anisotropy in a natural soft clayey silt. Engineering Geology, vol 8, pp 287-309.
300. Pasek J, Kudrna Z (1996) Motorway in a landslide area in the Ceske stredohor? Mountains. (In Czech). In: Proc. 2nd Slovak Geotechnical Conf. Bratislava, Slovak Technical University, pp 97-102.
301. Peck RB (1969) Advantages and limitations of the observational method in applied soil mechanics. Geotechnique, vol 19, 1969, pp 171-187.
302. Peckova L (2005) Monitoring Significance During Deposition of Large-volume Waste Materials. (In Czech). MSc thesis, CTU Prague, 149 p.
303. Penman ADM (1977) Hydraulic fracture. In: Proc. 9th ICSMFE, Spec. Sess. 8-Deformability of Earth-rockfill Dams, Tokyo, pp 57-58.
304. Penman ADM (1986) On the embankment dam. Rankine Lecture. Geotechnique, vol 36, No 3, pp 303-348.
305. Penman ADM, Charles JA (1976) The quality and suitability of rockfill used in dam construction. In: Proc. 12th ICOLD, Mexico, vol 1, pp 533-566.
306. Perry J, McNeil DJ, Wilson PE (1996) The uses of lime in ground engineering: A review of work undertaken at the Transport Research Laboratory. In: Rogers CDF, Glendinning S, Dixon N (eds), Lime Stabilization. Thomas Telford, London, pp 27-45.
307. Peter P (1975) Canal and River Levees. (In Slovak) VEDA, SAV, Bratislava.
308. Phear A, Dew C, Ozsoy B, Wharmby NJ, Judge J, Barley AD (2005) Soil Nailing: Best Practice Guidance. CIRIA C637, London, CIRIA, 286 p.
309. Pilarczyk KP (1998) Dikes and Revetments. Design. Maintenance and Safety Assessment. Balkema, Rotterdam, 592 p.
310. Pinard MI (2001) Developments in Compaction Technology. In: Correia AG and Brandl H (eds) Geotechnics for Roads, Rail Tracks and Earth Structures. Balkema, pp 37-46.
311. Plant GW (1999) Hong Kong International Airport. In: Barends et al. (eds) Proc. 12th EC SMGE, Balkema, Rotterdam, vol 2, pp 1001-1013.
312. Plumelle C, Schlosser F (1991) A French national research project on soil nailing: Clouterre. In: McGown A, Yeo K, and Andrawes KW (eds) Performance of Reinforced Soil Structures. Thomas Telford, London, pp 219-223.
313. Pokharel G, Ochiai T (1997) Design and construction of a new soil nailing. In: Davies MCR and Schlosser F (eds) Ground Improvement Geosystems. Thomas Telford, London, pp 407-413.
314. Polacek J (1984) Methods of Investigations of Seepage Path in Dams and Subsoil. (In Czech). Research Report VRV Prague, 108 p.
315. Potts DM, Zdravkovic L (1999) Finite Element Analysis in Geotechnical Engineering: Theory. Thomas Telford, London, 440 p.
316. Poulos HG, Davis EH (1974) Elastic Solutions for Soil and Rock Mechanics. John Whiley and Sons, New York, 424 p.
317. Proctor RR (1933) The design and construction of roller earth dams. Engineering News Record III, August 31, September 7, 21, and 28.
318. Puumalainen N, Vepsalainen P (1997) Vacuum preloading of a vertically drained ground at the Helsinky test field. In: Proc. 14th IC SMGE Hamburg, Balkema Rotterdam vol 3, pp 1769-1772.
319. Raithel M, Kuster V, Lindmark A (2004) Geotextile-Encased Columns-A foundation system for earth structures, illustrated by a dyke project for a works extension in Hamburg. In: 14th Nordic Geotechnical Meeting, Ystad, 10 p.
320. Reinius E (1948) On the stability of the upstream slope of earth dams. Victor Pettersons Bokindustriaktiebolag, Stockholm.
321. Rimoldi P, Jaecklin F (1996) Green faced reinforced soil walls and steep slopes: The state-of-The-art in Europe. In: De Groot, Den Hoedt, and Termaat (eds) Geosythetics: Application, Design and Construction. Balkema, Rotterdam, pp 361-380.
322. Rodriguez-Ortiz JM (2003) Some special geotechnical aspects of recent tailings dams failures. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, CGtS, vol 3, pp 173-176.
323. Romero US, Rodr?gues PJR (1981) Tensile behaviour of compacted clays by field test. In: Proc. 10th IC SMFE, Stockholm, Balkema, vol 3, pp 581-584.
324. Rosenquist IT (1959) Physico-chemical properties of soils. Soil-water system. Journal SMFD, ASCE, vol 85, No SM2, April.
325. Rowe PK, Ho SK (1988) Application of finite element techniques to the analysis of reinforced soil walls. In: Jarret PM and McGown A (eds) The Application of Polymeric Reinforcement in Soil Retaining Structures. Kluwer Academic Publishers, pp 541-554.
326. Saathof LEB, Ketelaars MBG (1999) Re-use of excavated soil from large diameter tunnels in the Netherlands. In: Barends, Lindenberg, Luger, de Quelerij, and Verruijt (eds) Proc. 12th EC SMGE, Balkema, Rotterdam, vol 2, pp 1301-1307.
327. Sargand SM, Nasada T (2000) Performance of large-diameter honey comb design HDPE pipe under a highway embankment. Canadian Geotechnical Journal, vol 37, No 5, pp 1099-1108.
328. Sarma SK (1973) Stability analysis of embankments and slopes. Geotechnique 23, No. 3, 423-433.
329. Sarma SK (1979) Stability analysis of embankment and slopes. JGED, ASCE, vol 105, No GT12, pp 1511-1524.
330. Sarsby RW, Finch S (1995) The use of industrial by-products to form landfill caps. In: Sarsby (ed) Proc. Green 93, Waste Disposal by Landfill, Balkema, Rotterdam, pp 267-274.
331. Sawicki A, Swidzinski W (1990) Compaction beneath flexible pavement due to traffic. Journal of GED, ASCE, vol 116, No 11, pp 1738-1743.
332. Scapozza I, Amann P (1998) Assessment of a new bottom sealing system for landfill sites made of an asphalt sealing layer on a clay foundation layer. In: Seco e Pinto PS (ed) Proc. 3rd ICEG, Lisboa, Balkema, Rotterdam, vol 1, pp 307-311.
333. Scharle P, Szalatkay I, Vas J (1983) Experiments on plastic grid reinforced sand masses. In: Proc. VIII EC SMFE, Helsinki, Balkema, vol 2, pp 537-538.
334. Schlosser F (1991) CLOUTERRE-Soil nailing recommendations for designing, calculating and inspecting earth support systems using soil nailing. French National Research Project, ENPC, Paris, English Translation, July 1993, US Department of transportation, Federal highway administration, 302 p.
335. Schlosser F (1997) Theme lecture: Soil improvement and reinforcement, (In French), In: Proc. 14th IC SMFE, Hamburg, Balkema, Rotterdam, vol 4, pp 2445-2466.
336. Schlosser F, DeBuhan P (1991) Theory and design related to the performance of reinforced soil structures. In: McGown A, Yeon K, and Andrawes KZ (eds) Proc. Int. Reinforced Soil Conference BGS, Glasgow, London, Thomas Telford, pp 1-14.
337. Schlosser F, Magnan JP, Holtz RD (1985) Geotechnical engineered construction. Theme Lecture. In: Proc. 11th IC SMFE, San Francisco, Balkema, vol 5, pp 2499-2539.
338. Schober W (1967) Discussion. In: Proc. 9th ICOLD, Istanbul, vol 6, pp 422-424.
339. Schober W (1977) Development of longitudinal cracks at Gepatsch dam. In: Proc. 9th IC SMFE, Spec. Sess. 8-Deformation of Earth-rockfill Dams, Tokyo, JSSMFE, pp 72-74.
340. SchoberW, Teindl H (1979) Filter criteria for geotextiles. In: Proc. 7th EC SMFE, Brighton, BGS, vol 2, pp 121-129.
341. Schofield AN (1980) Cambridge geotechnical centrifuge operations. Geotechnique, vol 30, No 3, pp 225-268.
342. Schuler U, Brauns J (1993) Behaviour of coarse and well-graded filters. In: Brauns, Schuler, and Heibaum (eds) Proc. 1st IC "Geo-filters" Karlsruhe, Filters in Geotechnical and Hydraulic Engineering, Balkema 1993, pp 3-18.
343. Seco e Pinto PS, Das Neves EM (1985) Hydraulic fracturing in zoned earth and rockfill dams. In: Proc. 11th IC SMFE, San Francisco, vol 4, pp 2025-2030.
344. Seed HB, Duncan JM (1981) The Teton dam failure-A retrospective review. In: Proc. 10th IC SMFE, Stockholm, Balkema, vol 4, pp 219-238.
345. Seed HB,Woodward RJ, Lundgren R (1962) Prediction of swelling potential for compacted clays. Journal of SMFD, ASCE, vol 88, No SM3, pp 53-87.
346. Selig ET (1985) Review of Specifications for Buried Corrugated Metal Conduit Installations. In: Transportation Research Record N1008, Culverts: Analysis of Soil-Culvert Interaction and Design. Transport Research Board. Washington, pp 15-21.
347. Sembenelli P, Ueshita K (1981) Environmental Geotechnics. State of the Art Report. In: Proc. 10th IC SMFE, Stockholm, Balkema, vol 4, pp 335-394.
348. Serra M, Robinet JC, Mohkam M, Daonh T (1983) Soil improvement of dykes by liming. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 947-950.
349. Seycek J (1975) Settlement of clay subsoil of earthfill dam measured and predicted on the results of oedometric tests (In Czech). In: Proc. Seminar: Field and Laboratory Tests of Soils. VUHU Most, pp 1-10.
350. Seycek J (1995) Calculation of 2nd Limit State of Spread Foundations. (In Czech) CTU Prague, PhD thesis.
351. Sherard JL (1973) Embankment Dam Cracking. Embankment Dam Engineering, Casagrande Volume. Willey, New York, pp 271-353.
352. Sherard JL, Woodward RJ, Gizienski SF, Clevenger WA (1963) Earth and Earth-rock Dams. Engineering Problems of Design and Construction. John Wiley and Sons, New York, Third ed. 1967, 725 p.
353. Sherard JL, Decker RS, Ryker NL (1972a) Piping in earth dams of dispersive clay. In: Proc. ASCE Spec. Conf., vol 1, part 1, pp 589-626.
354. Sherard JL, Decker RS, Ryker NL (1972b) Hydraulic fracturing in low dams of dispersive clay. In: Proc. ASCE Spec. Conf., vol 1, part 1, pp 653-690.
355. Sherard JL, Dunnigan LP, Decker RS (1976a) Pinhole test for identifying dispersive soils. JGED, ASCE, vol 102, No GT1, pp 69-85.
356. Sherard JL, Dunnigan LP, Decker RS (1976b) Identification and nature of dispersive soils. JGED, ASCE, vol 102, No GT4, pp 287-301.
357. Sherard JL, Dunnigan LP, Talbot JR (1984a) Basic properties of sand and gravel filters. JGED, ASCE, vol 110, No 6, pp 684-700.
358. Sherard JL, Dunnigan LP, Talbot JR (1984b) Filters for silts and clays. JGED, ASCE, vol 110, No 6, pp 701-718.
359. Sherwood PT (1967) Views of the road research laboratory on soil stabilisation in the United Kingdom. Cement Lime and Gravel, vol 42, No 9, pp 277-280.
360. Shimobe S, Moroto N (1997) A new engineering classification chart for densification of granular soils. In: Davies MCR and Schlosser F (eds) Ground Improvement Geosystems. Thomas Telford, London, pp 32-37.
361. Sides G, Barden L (1971) The microstructure of dispersed and flocculated samples of kaolinite, illite and montmorillonite. Canadian Geotechnical Journal, vol 7, No 3, pp 391-399.
362. Silveira A (1965) An analysis of the problem of washing through in protective filters. In: Proc. 6th IC SMFE, Montreal, University of Toronto Press, vol II, pp 551-555.
363. Silveira A (1993) A method for determining the void size distribution curve for filter materials. In: Brauns E, Schuler, and Heibaum (eds) Proc. 1st IC "Geo-filters" Karlsruhe, Filters in Geotechnical and Hydraulic Engineering, 1992, Balkema, pp 71-73.
364. Simek J, Jesenak J, Eichler J, Vaníček I (1990) Soil mechanics. (In Czech). SNTL Prague, p 388.
365. Simek M (1976) Methods of failures identification and remediation, Question No 45 ICOLD Congress. Dam days, Zilina vol 2, pp 47-84.
366. Simon A, Perfetti J (1983) Use of a geotextile on a clayey sea bed. In: Proc. 8th EC SMFE, Helsinki, vol 2, pp 869-872.
367. Skarzynska KM, Rainbow AM, Zawisza E (1989) Characteristic of ash in storage ponds. In: Proc. 12th IC SMFE, Rio de Janeiro, pp 1915-1918.
368. Skempton AW (1953) The colloidal activity of clays. In: Proc. 3rd IC SMFE, Zurich, vol 1, pp 57-61.
369. Skempton AW (1954) The pore-pressure coefficient A and B. Geotechnique, vol 4, pp 143-147.
370. Skempton AW (1977) Slope stability of cuttings in brown London clay. In: Proc. 9th IC SMFE, Tokyo, JGS, vol 3, pp 261-270.
371. Skempton AW, Bishop AW (1954) Soils, Chapter X of Building materials, their elasticity and inelasticity. North Holland Pub. Co., Amsterdam, pp 417-482.
372. Skempton AW, Hutchinson J (1969) Stability of natural slopes and embankment foundations. In: Proc. 7th IC SMFE, Mexico, 1969, Mexican Soil Mechanics Society, State of the Art Volume, pp 291-334.
373. Skopek J (1968) Uniformly distributed area load in the interior of semi-infinite solid. Acta technica 5, Praha
374. Skopek J (1979) Geotechnical problems encountered in moving the church at Most. Canadian Geotechnical Journal, vol 16, No 3, pp 473-480.
375. Skrabal L (1977) Anisotropy of Most Clay. MSc thesis CTU Prague, 122 p.
376. Slavik I, Masarovicova M, Jesenak J (1994) Geotechnical properties of ash deposited at Novaky tailings dam. (In Slovak). Inzinierske stavby No 8, pp 265-269.
377. Smekal A (2000) Utilization of polystyrene in railway engineering. (In Czech) In: Proc. Zeleznicni Spodek 2000. Usti nad Labem CD, pp 156-164.
378. Smith JH (1996) Construction of lime or lime plus cement stabilized cohesive soils. In: Rogers CDF, Glendinning S, Dixon N (eds), Lime Stabilisation. Thomas Telford, London, pp 13-26.
379. Smolik R (1996) Measurement and prognosis of pore pressure in soils. (In Czech), Ph.D. thesis, Czech Technical University Prague, 154 p.
380. Soranzo M (1983) Determination of the horizontal consolidation coefficient of a marine silty clay. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 685-690.
381. Sowers GF (1973) Settlement of waste disposal fills. In: Proc. 8th IC SMFE, Moscow, vol 2, pp 207-210.
382. Stewart RA (2000) Dam risk management. GeoEng2000, Technomic Publ. Co, Lancaster, vol 1, pp 721-748.
383. STN 721191: 1991 Testing of freezing Susceptibility, SNI, Bratislava.
384. STN 721512: 1991 Dense aggregates for construction-technical requirements, SNI, Bratislava.
385. STN 736125: 1996 Road construction-Stabilized subgrade, SNI, Bratislava.
386. STN 736126: 1996 Road construction, SNI, Bratislava.
387. Stocker MF (1994) 40 year of micropiling, 20 years of soil nailing. In: Proc. 13th IC SMFE, New Delhi, Oxford and IBH Publishing Co., New Delhi, vol 5, pp 167-168.
388. Stocker MF, Korber GW, Gassler G, Gudehus G (1979) Soil nailing. In: Proc. Int. Conf. Soil Reinforcement, Paris, ENPC, vol 2, pp 469-474.
389. Stys S (1998) Metamorphous of lunar landscape. Ecoconsult Pons, Most, 34 p.
390. Suhonen S, Tupala J (1983) Experiences of vertical drainage in the Lahti motorway. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 691-694.
391. Suklje L, Drnovsek J (1965) Investigation of the tensile deformability of soils using hollow cylinders. In: Proc. 6th IC SMFE, Montreal, Toronto University Press, vol 1, pp 368-372.
392. Sunaga M (2001) Characteristics of embankment vibrations due to high-speed train loading and some aspects of the design standard for high-speed links in Japan. In: Correia AG and Brandl H (eds) Geotechnics for Roads, Rail Tracks and Earth Structures. Balkema, Rotterdam, pp 203-211.
393. Suthersan SS (1997) Remediation Engineering. Design Concepts. CRC. Lewis publishers, New York, 362 p.
394. Symes MYPR, Gens A, Hight DW (1984) Undrained anisotropy and principal stress rotation in saturated sand. Geotechnique, vol 34, No 1, pp 11-28.
395. Tammirinne M, Vepsalainen P (1983) Laboratory testing for design and control of ground improvement. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 3, pp 1135-1141.
396. Tateyama M, Murata O (1994) Geosynthetic-reinforced soil retaining walls for abutments. In: Proc. XIII IC SMFE, New Delhi, Oxford and IBH Publishing Co., vol 3, pp 1245-1248.
397. Tatsuoka F, Tateyama M, Uchimura T, Koseki J (1996) Geosynthetic- reinforced soil retaining walls as important permanent structures. In: De Groot, Den Hoedt, and Termaat (eds) Geosynthetics: Application, Design and Construction. Balkema, Rotterdam, pp 3-46.
398. Taylor N (1995) Geotechnical Centrifuge Technology. Blackie Academic and Professional, Glasgow, 296 p.
399. Ter-Martirosjan ZG (1973) Compression-extension as a method of cohesive soil test. In: Proc. 8th ICSMFE, Moscow, vol 4.2, 20 p.
400. Ter-Martirosjan ZG (1977) Certain results of tests on cohesive soils by the compression-extension method. In: Proc. 5th Danube EC SMFE, Bratislava, CaS NC ISSMGE, vol 4, p 159.
401. Terzaghi K (1943) Theoretical Soil Mechanics. John Willey and Sons, New York, 510 p.
402. Terzaghi K (1959) Soil Mechanics in Action. Civil Engineering, vol 69, February, pp 33-34.
403. Terzaghi K, Peck RB (1948) Soil Mechanics in Engineering Practice. John Wiley and Sons, New York, 566 p.
404. Thurner HF, Sandstrom A (2000) Continuous Compaction Control, CCC. In: Proc. European Workshop "Compaction of Soils and Granular Materials", Paris, pp 237-246.
405. Trautwein SJ, Boutwell GP (1994) In-situ hydraulic conductivity test for compacted soil liners and caps. In: Daniel and Trautwein (eds) Hydraulic Conductivity andWaste Contaminant Transport in Soil. ASTM STP 1142.
406. Troncoso JH (1996) Geotechnics of tailings dams and sediments. In: Proc. 2nd ICEG , Osaka, JGS, vol 4, pp 173-192.
407. Troncoso JH (1998) New perspective in management of operating and abandoned deposits in mineral residues. In: Seco e Pinto PS (ed) Proc. 3rd ICEG, Lisbon, Balkema, Rotterdam, vol 4, pp 1221-1228.
408. Tschebotarioff GP, Ward ER, DePhillipe AA (1953) The tensile strength of disturbed and recompacted soils. In: Proc. 3rd IC SMFE, Zurich, vol 1, pp 207-210.
409. Tsonis P, Christoulas S, Kolias S (1983) Soil improvement with coal ash in road construction. In: Proc. 8th VIII EC SMFE, Helsinki, Balkema, vol 2, pp 961-964.
410. Tsuchida T, Kang MS (2003) Case studies of lightweight treated soil method in seaport and airport construction project. In: Proc. 12th AS SMGE, Singapore, Word Scientific, Singapore, vol 1, 249-252.
411. Turcek P, Hulla J (2004) Foundation engineering. (In Slovak). Jaga Group. Bratislava, 360 p.
412. Turcek et al. (2005) Foundation engineering. (In Czech). Jaga Group. Bratislava, 302 p.
413. Tyc P (2000) Geosynthetic materials in construction layers of substructure. (In Czech). In: Proc. Substructure, Czech Railways Seminar, U st? nad Labem, pp 61-69.
414. Tyc P, Vaníček I (1981) Geotextiles in railway track (In Czech) Zeleznicn? technika, No 3, pp 226-229.
415. Tyson SS (1994) Overview of coal ash use in the USA. In: Goumans, van der Sloot, and Aalbers (eds) Environmental Aspects of Construction with Waste Materials. Elsevier, pp 699-707.
416. U.S. Department of the Interior (1977) Teton dam failure review group. Failure of Teton Dam. A Report of Findings.
417. Van Impe WF (1989) Soil improvement techniques and their evolution. Taylor and Francis, 131 p.
418. Van Santvoort GPTM (ed) (1994) Geotextiles and geomembranes in civil engineering. Balkema, Rotterdam, 608 p.
419. Vaníček I (1971) Results of the Bending Tests for Soils from the Core of the Zarga Project Dam, Jordan. (In Czech), CTU Prague, 21 p.
420. Vaníček I (1973) Soil mechanics-Solved examples (In Czech). Publishing company of the Czech Technical University, Prague, 127 p.
421. Vaníček I (1975) The stress-strain behaviour of soils in tension. (In Czech). Ph.D. thesis, Czech Technical University in Prague, 170 p.
422. Vaníček I (1977a) Discussion to Bending test for compacted clays. JGED, ASCE, vol 103, No GT9, pp 1028-1030.
423. Vaníček I (1977b) Bending tension test on laboratory prepared and in situ taken sample from the core of rockfill dam. In: Proc. 5th Danube EC SMFE, Bratislava, CaS NC ISSMGE, vol 1, pp 415-419.
424. Vaníček I (1977c) Some aspects of tension tests. DIC thesis, The University of London, 121 p.
425. Vaníček I (1977d) Influence of moisture content on failure tensile strain of soils. Czech Technical University Press, Prague series KD1, pp 114-122.
426. Vaníček I (1978a) Conditions and reasons of tensile cracks development in fill dam body. (In Czech). Vodn? Hospodarstv?, vol 28, row A, No 10, pp 261-267.
427. Vaníček I (1978b) Control tests of coefficients of permeability and consolidation for clay core of Dalesice dam. (In Czech), Research Report CTU Prague, 18 p.
428. Vaníček I (1979) Susceptibility of clay core of Dalesice dam to cracking (In Czech). Surveyor's Report. CTU Prague, 12 p.
429. Vaníček I (1980) A study of the deformation of the slope of reinforced soils by stereophotogrammetric method. In: Proc. 6th Danube European Conf. SMFE, Varna, Sect 3, pp 277-286.
430. Vaníček I (1981) Categorization of landslides with respects to slope stability calculation. (In Czech). In: National Seminar on Slope Stability. VTS, Karlovy Vary.
431. Vaníček I (1982a) Soil Mechanics. (In Czech). Publishing company of the Czech Technical University, Prague, 331 p.
432. Vaníček I (1982b) Simple non-standard laboratory tests before and during construction of Dalesice dam. In: Proc. 14th ICOLD, Rio de Janeiro, vol 1, pp 605-609.
433. Vaníček I (1983a) Laboratory investigation of the geotextile reinforcement on subsoil stability. In: Proc. VIII EC SMFE, Helsinki, Balkema, vol 1, pp 431-436.
434. Vaníček I (1983b) Discussion, specialty Session 5, In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 3, pp 1184-1185.
435. Vaníček I (1985) Development and behaviour of cracks in clay core of fill dams. (In Czech) DSc. thesis, Czech Technical University Prague, 326 p.
436. Vaníček I (1986) Behaviour of soil of the high clayey spoil heap. In: Proc. 8th EC SMFE, Nurnberg, DGD, pp 235-240.
437. Vaníček I (1987) Geomechanical problems of spoil heaps. In: Proc. 1st Conf. on Mechanics, Prague, UTAM CSAV, vol 6, pp 182-185.
438. Vaníček I (1988) Creation and behaviour of cracks in clay core of earth and rockfill dams. (In Czech). SNTL-Publishing house of technical literature, Praha, 168 p.
439. Vaníček I (1990) The utilization of clayey spoil heaps for new construction. In: Proc. 11th Polish Nat. Conf. SMFE, Krakow, vol II, pp 455-460.
440. Vaníček I (1991) Foundation on high spoil heaps. In: Proc. 10th EC SMFE, Florence, pp 629-632.
441. Vaníček I (1992) Geotechnical aspects of waste deposition. (In Czech). Report Grant G 1125. Ministry of Environment, Prague, 32 p.
442. Vaníček I (1995a) Ways of utilization of waste clayey material. In: Proc. 10th DEC SMFE, Mamaia, pp 967-974.
443. Vaníček I (1995b) The conception and solutions of underground waste storage in excavated rock spaces. State Programme- Environmental Protection. Czech Technical University, Prague. 120 p.
444. Vaníček I (1997) Proposal for TP 97 (Ministry of transport recommendation)-Geotextiles and other geosynthetics in earth structures for road engineering. (In Czech). Geotechconsult Praha, 40 p.
445. Vaníček I (1998) Tailing dams for flying ash-Some experiences gained in CR. In: Seco e Pinto PS (ed) Proc. 3rd ICEG, Balkema Rotterdam, pp 697-702.
446. Vaníček I (1999) Underground rock laboratory. (In Czech). Tunel, Praha, pp 18-24.
447. Vaníček I (2000) Deformation of high spoil heaps from clayey materials. In: Proc. GREEN III, Berlin, Thomas Telford, pp 120-124.
448. Vaníček I (2001a) Municipal solid waste management. (In Czech). Chapter 3 in Urban engineering 2 Srytr (ed) Academia Prague, pp 129-181.
449. Vaníček I (2001b) Reinforced soils-Limit states applied on soil slopes, retaining structures and bridge abutments. (In Czech), Academic publisher CERM Brno, 115 p.
450. Vaníček I (2002a) Tailing dams-practical problems of ageing. In: de Mello and Almeida (eds) Proc. 4th ICEG, Rio de Janeiro, Brazil, Balkema Publishers, Lisse, vol 1, pp 301-304.
451. Vaníček I (2002b) Deposition of waste material on the surface. Main Lecture, Session 4: Environmental Protection. In: Proc. 12th Danube-European Conference Geotechnical Engineering. ISSMGE, Passau, Verlag Gluckauf GmbH, Essen, pp 543-554.
452. Vaníček I (2002c) Limit state approach to the reinforced soils. In: Proc. Geotechnics Through Eurocode 7, Croatian Geotechnical Society, Hvar, pp 59-66.
453. Vaníček I (2002d) Remediation of Landfills, Old Ecological Burdens. (In Czech). Publishing company of the Czech Technical University, Prague, 247 p.
454. Vaníček I (2003) Limit state of deformation. Introduction Lecture. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, CGtS, vol 3, pp 353-356.
455. Vaníček I (2004a) Lessons learned from the failures of ponds on river-basin Lomnice. (In Czech) In: Proc. Dam days. Czech Committee of ICOLD, Ceske Budejovice. 8 p.
456. Vaníček I (2004b) Dams of ponds and polders. (In Czech) Keynote Lecture. Dam days. Czech Committee of ICOLD, Ceske Budejovice, 13 p.
457. Vaníček I (2005a) Limit state approach and design of spread foundations. Panel Report. Session 2c: Excavation, Retaining Structures, and Foundations. 16th ICSMGE, Osaka 2005, p 4.
458. Vaníček I (2005b) Reinforced earth structures (In Czech). In: Turcek et al. Foundation Engineering. Jaga, Bratislava, pp 213-224.
459. Vaníček I (2006) Final Report of the First Year Solution of the Research Project "Sustainable construction", (In Czech), Czech Technical University, 55 p.
460. Vaníček I, Chamra S (2001) Liapor in earth structures. (In Czech). Internal rep. CTU Prague, 42 p.
461. Vaníček I, Hasaan AA (2000) Laboratory pull-out tests evaluation for geogrid strip reinforcement. In: Mohamed AMO and Hosani KIAl (eds) Proc. 1st Int. Conf. on Geotechnical, Geoenvironmental Engineering and Management in Arid Lands-GEO2000, United Arab Emirates, Balkema, Rotterdam, pp 193-200.
462. Vaníček I, Kazda J (1995) Two examples of pollutant transportmodelling. In: Proc. 11th EC SMFE, Copenhagen, DGS, vol 2, pp 145-150.
463. Vaníček I, Kudrnacova I (1987) Usage of geotextiles in tailings dams design in CR (In Russian). In: Proc. 2nd Bulgarian Conf. on SMFE, Ruse, pp 413-424.
464. Vaníček I, Pachta V (1976) Problems connected with laboratory permeability determination for clay samples. (In Czech), Vodni Hospodarstvi 12/76, pp 319-323.
465. Vaníček I, Pauli J (1973) Bending tests for clay core of Rosino dam in Bulgaria. (In Czech). Czech Technical University, 12 p.
466. Vaníček I, Schrofel J (2000) Environment and civil engineering structures. (In Czech). Czech Technical University Publ Comp., 154 p. (1st edn in 1991).
467. Vaníček I, Skopek P (1989) Stability calculation of reinforced soil slope. In: Proc. 12th IC SMFE, Rio de Janeiro, 17/28, pp 1321-1324.
468. Vaníček I, St'astny J (1981) Oedometric test with continuous loading. (In Czech). In: Proc. National Conf. Foundation Engineering, Brno, 1981, pp 171-174.
469. Vaníček I, Vac?n O (1968) Comparison tests of intergranular equilibrium pressure for Pr?secnice dam. (In Czech). Research Report VTS 040, Prague, 21 p.
470. Vaníček I, Vaníček J (2004) Rehabilitation of old earth dams failed during heavy floods in 2002. In: Wieland, Ren, and Tan (eds) Proc. New Developments in Dam Engineering, Balkema, pp 889-898.
471. Vaníček I, Vaníček M (1997) Geotechnical design of the bridge abutment from reinforced soil. (In Czech). In: Proc. 25 National Conference Foundation Engineering, CGtS, Brno, 4 p.
472. Vaníček I, Vaníček M (2001) Geosynthetics reinforcement-limit state approach. In: Proc. 15th IC SMGE, Istanbul 2001, vol 2, pp 1637-1640.
473. Vaníček I, Vaníček M (2006) Embankment of transport infrastructure and waste or recycled materials. In: Logar J, Gaberc A, and Majes B (eds) Proc. XIII. Danube European Conference on Geotechnical Engineering-Active Geotechnical Design in Infrastructure Development, Ljubljana, Slovenian Geotechnical Society, vol 2, pp 793-79.
474. Vaníček I, Zalesky J (1981) Reasons of high settlements on 5 small dams in South town in Prague. (In Czech), Surveyor's Report. CTU Prague, 33 p.
475. Vaníček I, Zalesky J (1984) Some aspects of oedometric test with continuous loading. In: Proc. 7th Polish Nat. Conf. SMFE, Poznan 1984, vol 1.
476. Vaníček I, Skopek P, Herle I (1989) Triaxial tests on ash from electric power station Prunerov. (In Czech). Research Report, CTU Prague, 32 p.
477. Vaníček I, Zalesky J, Skopek P (1990) Laboratory tests of unsaturated ash. (In Czech). Research Report, CTU Prague, 50 p.
478. Vaníček I, Zalesky J, Lamboj L, Kudrnacova I (1995) Methods of permeability checking for clay liners. In: Proc. 10th DEC SMFE, Mamaia, pp 975-982.
479. Vaníček I, BohacJ, Ricica J, Zaruba J (1997) Remedy of a chemical waste dump with foundation of a new dump on its surface. In: Proc. 14th IC SMGE, Hamburg, vol 3, pp 1857-1860.
480. Vaníček I, Ricica J, Zaruba J, Sramek P, Holada J (2003) Remediation of chemical landfills in Neratovice and Chabarovice. In: Vaníček et al. (eds) Proc. 13th EC SMGE, Prague, CGtS, vol 4, pp 279-294.
481. Vaníček I, Zalesky J, Lamboj L, Kurka J (2005) Two examples of clay slope stability in areas affected by previous man-made activity-open pit mines, landfills. In: Proc. 16th IC SMGE, Osaka, Millpress, Rotterdam, vol 4, pp 2602-2606.
482. Vaníček J (2004) Principles of the reconstruction design for 3 dams on the river-basin Lomnice (In Czech). In: Proc. Dam Days, Czech Committee of ICOLD, Ceske Budejovice, 8 p.
483. Vaníček J, Vaníček M (1999) Bridge abutment and geosynthetics. (In Czech). Stavitel, No 5/99, pp 48-49.
484. Vaníček M (1998) Construction of retaining walls from lightweight prefabricates and reinforced soil (In Czech). In: Proc. 26th Int. Conf. Foundation Engineering, Brno, CGtS.
485. Vaníček M (2000) Limit design approach of the reinforced soils. Acta Polytechnica 2000, vol 40, No 2, pp 74-77.
486. Vaníček M (2003) Contaminant transport in the host rock, numerical modelling and laboratory work. Ph.D. thesis, Czech Technical University in Prague, 128 p.
487. Vaníček M (2006) Risk assessment for the case of waste utilization for embankment construction. In: Logar J, Gaberc A, and Majes B (eds) Proc. XIII. Danube European Conference on Geotechnical Engineering-Active Geotechnical Design in Infrastructure Development, Ljubljana, Slovenian Geotechnical Society, vol 2, pp 799-806.
488. Vaníček M, Vaníček J (2000) Stability calculation of reinforced slopes using program SVARG. (In Czech). Geotechnika, vol 3, No 2, pp 30-31.
489. Vaníček M, Kost'al J, Vaníček I (1998) Analytical modelling of clay barrier on contaminant spreading. (In Czech). In: Proc. New Demands on Materials and Construction, Prague, The Czech Technical University.
490. Van Staveren M. (2006) Uncertainty and ground conditions. A Risk Management Approach. Elsevier, Amsterdam, 321 p.
491. Vaslestad J, Johansen TH, Holm W (1994) Load reduction on rigid culverts beneath high fills. Long term behavior. Directorate of Public Roads, Norwegian Road Research Laboratory, Oslo, Publication 74.
492. Vaughan PR (1972) Discussion. In: Proc. 5th EC SMFE, Madrid, vol 2, pp 72-75.
493. Vaughan PR (1976) Embankment Dams. Teaching Scripts. Imperial College, London, 61 p.
494. Vaughan PR, Soares HF (1982) Design of filters for clay cores of dams. JGED, ASCE, vol 108, No GT1, pp 17-31.
495. Vaughan PR et al. (1970) Cracking and erosion of Barderhead dam and the remedial works adopted for its repair. In: Proc. 10th ICOLD, Montreal, vol 1, p 73.
496. Veder CH, Prinzl F (1983) The avoidance of secondary settlements through overconsolidation. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 697-706.
497. Verfel J (1979) Determination des causes de defauts et leur reparation sur un barrage en enrochements. In: Proc. 13th ICOLD, New Delhi, vol 2, pp 297-304.
498. Vestad H (1976) Viddalsvatn dam. A history of leakage and investigations. In: Proc. 12th ICOLD, Mexico, vol 2, pp 369-390.
499. Vetrovsky M (2006) Contribution to the Problem of Foundation on Spoil Heaps in North-Bohemian Brown-Coal Basin. (In Czech). Ph.D. thesis. Technical University Ostrava, 169 p.
500. Vidmar S, Gabrc A, Kardelj E (1981) Successful highway construction on very soft soils. In: Proc. Xth IC SMFE, Stockholm, Balkema, Rotterdam, vol 1, pp 263-268.
501. Viezee DJ, VoskampW, den Hoedt G, Troost GH (1990) Designing soil reinforcement with woven geotextiles-The effect of mechanical damage and chemical ageing on the long-term performance of polyester fibres and fabrics. In: Proc. 4th IC Geomembranes and Related Products, The Hague, Balkema, Rotterdam, vol 2, pp 651-656.
502. Votruba L, Broza V, Kazda I (1978). Dams. (In Czech). Czech Technical University Press, Praha, 330 p.
503. Vreeken C, van der Berg F, Loxham M (1983) The effect of clay-drain interface erosion on the performance of band-shaped vertical drains. In: Proc. 8th EC SMFE, Helsinki, Balkema, vol 2, pp 713-716.
504. Watts GRA, Brady KC, Greene MJ (1998) The creep of geosynthetics. TRL Report 319, UK, 40 p.
505. Whitman RV (1984) Evaluating calculated risk in geotechnical engineering. JGED, ASCE, vol 110, No 2, pp 145-188.
506. Wilson SD (1973) Deformation of earth and rockfill dams. In: Hirschfeld and Poulos (eds) Embankment-dam engineering, Casagrande volume. John Wiley and Sons, Toronto, pp 365-418.
507. Wilson SD (1977) Influence of field measurements on the design of embankment dams. In: Proc. 9th IC SMFE, Spec. Sess. 8-Deformation of Earth-rockfill Dams, Tokyo, JGS, pp 19-36.
508. Wilson SD, Squier LR (1969) Earth and rockfill dams. In: Proc. 7th IC SMFE, Mexico, Mexican Geotechnical Society, State of the Art vol, pp 137-223.
509. Wolski W (1965) Model tests on the seepage erosion in silty clay core of an earth dam. In: Proc. 6th IC SMFE, Montreal, Toronto University Press, vol 2, pp 583-587.
510. Wolski W (2003) Tailings dams-selected question. In: Vaníč ek et al. (eds) Proc.13th EC SMGE, Prague, CGtS, vol 3, pp 167-172.
511. Yang KS, Chiam SL (1999) Geotechnical engineering for transportation infrastructures in Singapore. Part B: Airport developments. In: Barends et al. (eds) Proc. 12th EC SMGE, Balkema, vol 1, pp 229-237.
512. Yashima A (1997) Finite element analysis on earth reinforcement-Current and future. In: Ochiai, Yasufuku, and Omine (eds) Proc. Int. Symp. Earth Reinforcement-IS Kyushu 96, Balkema, vol 2, pp 1111-1116.
513. Yeung AT, Jiang S (1995) Appraisal of Ogata solution for soluble transport. JGED, ASCE, vol 121, No 2, February, pp 111-118.
514. Zaretsky JK, Vorontsov EI, Garitselov MJ (1977) Tensile strength of soil. (In Russian) In: Proc. 5th Danube EC SMFE, Bratislava, CaS NC ISSMFE, vol 1, pp 459-467.
515. Zaruba Q (1978) Reasons of the Teton dam failure in USA. (In Czech) Vodn? Hospodarstv?, vol 28, row A, No 12, pp 321-325.
516. Zavoral J, et al. (1987) Soil Mechanics-Methodology (In Czech). CGU Praha, vol I, 187 p.
517. Zeman O (1979) Technical Petrography. (In Czech). Publishing company of the Czech Technical University, Prague, 179 p.
518. Zienkiewicz OC (1967) The finite element method. McGraw Hill, London, 3rd edn 1977.
519. Zienkiewicz OC, Taylor RL (2000) The Finite Element Method, fifth edn, vol 1: The basis, Butterworth Heinemann, Oxford, 689 p.
520. Zimmie TF, Moo-Young H, Laplante K (1995) The use of waste paper sludge for landfill cover material. In: Sarsby (ed) Proc. Green 93, Waste Disposal by Landfill, Balkema, Rotterdam, pp 487-496.
521. Zwek H, Davidenkoff R (1957) Etude experimentale des filtres de granulometrie uniforme. In: Proc. 4th IC SMFE, London, vol 2, p 410.