Chapter 16 Ground improvement for mitigating liquefaction-induced geotechnical hazards

Elsevier Geo-Engineering Book Series

Volumn 3, Issue C, 2005, Pages 447-489

  Wijewickreme, Dharma ^a   Atukorala, Upul D ^b  

^a UNIVERSITY OF BRITISH COLUMBIA   (Canada)

^b GOLDER ASSOCIATES LTD   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 77957031725     PISSN: 15719960     EISSN: None     Source Type: Book Series    
DOI: 10.1016/S1571-9960(05)80019-9     Document Type: Article

References (48)

1. Adams J., and Halchuk S. A review of NBCC 2005 seismic hazard results for Canada - The interface to the ground and prognosis for urban risk mitigation. Proceedings of the 57th Canadian Geotechnical Conference. Quebec City, PQ, Canada. Paper No. G33.296 (2004)
2. ALA. Guidelines for the design of buried steel pipe (2001). http://www.americanlifelinesalliance.org
3. Printed by the Surveys and Mapping Branch of GSC. Armstrong J.E. Surficial Geology. Mission, West of Sixth Meridian, British Columbia, Geological Survey of Canada, Map 1485A, Scale: 1: 50,000 (1976)
4. Printed by the Surveys and Mapping Branch of GSC. Armstrong J.E. Surficial Geology. Chilliwack (West Half), West of Sixth Meridian, British Columbia, Geological Survey of Canada, Map 1487A, Scale: 1: 50,000 (1977)
5. Printed by the Surveys and Mapping Branch of GSC, 1979. Armstrong J.E., and Hicock S.R. Surficial Geology. Vancouver, British Columbia, Geological Survey of Canada, Map 1486A, Scale: 1: 50,000 (1976)
6. Printed by the Surveys and Mapping Branch of GSC, 1980. Armstrong J.E., and Hicock S.R. Surficial Geology. New Westminster, West of Sixth Meridian, British Columbia, Geological Survey of Canada, Map 1484A, Scale: 1: 50,000 (1976)
7. ASCE. In: Nym D.J. (Ed). Seismic Design Guidelines for oil and Gas Pipeline Systems (1984), Gas and Liquid Fuels Lifelines Committee, American Society of Civil Engineers, NY
8. Atigh E., and Byrne P.M. The Effects of Drainage Condition on Liquefaction Response of Slopes and the Inference for Lifelines. Proceedings of the 14th Annual Vancouver Geotechnical Society Symposium. Vancouver, BC, Canada, Vancouver Geotechnical Society (2000) 67-76
9. Atukorala U.D., and Puebla H. Seismic Safety Retrofit of a Major Bridge - A Canadian Study. Pacific Conference on Earthquake Engineering. Christchurch, February (2003)
10. Atukorala U.D., Wijewickreme D., and Butler R.C. Ground improvement and testing of random fills and alluvial soils. Transportation Research Records, No. 1369, on Advances in Geotechnical Engineering (1992), National Academy Press, Washignton, DC. 98-107
11. Bardet J.P., Tobita T., Mace N., and Hu J. Regional modeling of liquefaction-induced ground deformation. Earthquake Spectra 18 1 (2002) 19-46
12. Bartlett S.F., and Youd T.L. Empirical Analysis of Horizontal Ground Displacement Generated by Liquefaction-Induced Lateral Spreads. Technical Report NCEER-92-0021 (1992), National Center for Earthquake Engineering Research, State University of New York, Buffalo, NY
13. Byrne P.M., Jitno H., and Salgado F. Earthquake Induced Displacements of Soil-structures Systems. Proceedings 10th World Conference, Earthquake Engineering. 19-24 July. Madrid, Spain (1992), A.A. Balkema, Rotterdam 1407-1411
14. Byrne P.M., Park S.S., Beaty M., Sharp M., Gonzalez L., and Abdoun T. Numerical modeling of liquefaction and comparison with centrifuge tests. Can. Geotech. J. 41 2 (2004) 193-211
15. Clague J.J., and Bobrowsky P.T. Evidence for a large earthquake and tsunami 100-400 years ago on Western Vancouver Island, British Columbia. Quart. Res. 41 (1994) 176-184
16. Cornell C.A. Engineering seismic risk analysis. Bulletin of the Seismol. Soc. Am. 58 (1968) 1583-1606
17. Appendix B. CSA. Canadian Standards Association, Steel Line Pipe, Oil and Gas Industry Systems and Materials Standard Z245 (1995) 1-95
18. Finn W.D., Liam, Yogendrakumar M., Yoshida N., and Yoshida H. TARA-3: A Program to Compute the Response of 2-D Embankments and Soil Structure Interaction Systems to Seismic Loadings (1986), Department of Civil Engineering, University of British Columbia, Vancouver, BC
19. FLAC. Fast Lagrangian Análysis of Continua (1998), Itasca Consulting, Ithaca, Minnesota, USA
20. Glaser S.D. Estimation of surface displacements due to earthquake excitation of saturated sands. Earthquake Spectra 10 3 (1994) 489-517
21. Harder L.S., and Seed H.B. Determination of Penetration Resistance for Coarse-Grained Soils Using the Becker Hammer Drill. Earthquake Engineering Research Center Report UCB/EERC-86-06 (1986), University of California, Berkeley, CA, USA
22. Hausler E.A., and Koelling M. Performance of Improved Ground during the 2001 Nisqually Earthquake. Proceedings of the 5th International Conference on Case Histories in Geotechnical Engineering, Paper No 3.27 (2004)
23. Hausler E.A., and Sitar N. Performance of Soil Improvement Techniques in Earthquakes. Proceedings of the 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Paper No. 10.15 (2001)
24. Houston S.L., Houston W.N., and Padilla J.M. Microcomputeraided Evaluation of Earthquake Induced Permanent Slope Displacements, Microcomputers in Civil Engineering 2 (1987), Elsevier, Amsterdam 207-222
25. In: Japanese Geotechnical Society (Ed). Remedial Measures Against Soil Liquefaction: From Investigation and Design to Implementation (1998), A.A. Balkema, Rotterdam
26. Marcuson III W.E., Hynes M.E., and Franklin A.G. Evaluation and use of residual shear strength in seismic safety analyses of dams. Earthquake Spectra 6 3 (1990) 529-572
27. (6). Mayne P.W., Jones J.S., and Dumas J.C. Ground response to dynamic compaction. J. Geotech. Eng. 110 (1984), ASCE 757-774
28. McGuire R.K. Fortran Computer Program for Seismic Risk Analysis, U.S. Geological Survey Open File Report 67-76 (1976)
29. MCEER. Proceedings of the 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction. San Francisco, California. Technical Report MCEER-99-0019 (1999), Multidisciplinary Center for Earthquake Engineering Research, State University of New York, Buffalo, NY
30. Mitchell J.K. Soil improvement-State-of-the art Report. Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm Vol. 4 (1981) 509-565
31. Mitchell J.K., Cooke H.G., and Schaeffer J.A. Design Considerations in Ground Improvement for Seismic Risk Mitigation. Geotechnical Special Publication No. 75, Geotechnical Earthquake Engineering and Soil Dynamics III, Specialty Conference. American Society of Civil Engineers (1998) 580-613
32. NBCC. National Building Code of Canada (1995), National Research Council of Canada, Ottawa, Ontario
33. Newmark N.M. Effects of earthquake on dams and embankments - Rankine Lecture. Gěotechnique 15 2 (1965) 139-160
34. In: O'Rourke T.D., and Hamada M. (Eds). Case Studies of Liquefaction and Lifelines Performance during past Earthquakes: United States case Studies. Technical Report NCEER-92-0002 Vol. 2 (1992), National Centre for Earthquake Engineering Research, State University of New York, Buffalo, NY
35. Pillai V.S., and Stewart R.A. Evaluation of liquefaction potential of foundation soils at Duncan Dam. Can. Geotech. J. 31 6 (1994) 951-966
36. Power M.S., Egan J.A., Shewbridge S.E., deBacker J., and Faris J.R. Analysis of liquefaction-induced damage on Treasure Island. The Loma Prieta, California, Earthquake of October 17, 1989, US, Geological Survey Professional Paper 1551-B, U.S. Geological Survey, Reston, VA, B87-B120 (1998)
37. Prevost J.H. DYNA-FLOW: A Non-linear Transient Finite Element Analysis Program. Report 81-SM-1 (1981), Department of Civil Engineering, Princeton University, Princeton, NJ
38. Rauch A.F., and Martin II J.R. EPOLLS model for predicting average displacements on lateral spreads. J. Geotech. Geoenvir. Eng. 126 4 (2000) 360-371
39. Schnabel P.B., Lysmer J., and Seed H.B. SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally Layered sites. Earthquake Engineering Research Center, Report EERC-72-12 (1972), University of California, Berkeley, California
40. (12). Seed H.B., Tokimatsu K., Harder L.F., and Chung R.M. The influence of SPT procedures in soil liquefaction resistance evaluations. J. Geotech. Eng. 111 (1985), ASCE 1425-1445
41. (2). Sivathayalan S. Static, cyclic, and post liquefaction simple shear response of sands. M.A.Sc. Thesis 7 (1991), Department of Civil Engineering, University of British, Columbia 18-21
42. TCLEE. In: Taylor C., Mittler E., and Lund L. (Eds). Overcoming Barriers: Lifeline Seismic Improvement Programs. Technical Council on Lifeline Earthquake Engineering, Monograph No. 13 (1998), American Society of Civil Engineers, Reston, VA
43. Wightman A. Ground improvement by vibrocompaction. Geotech. News 9 2 (1991)
44. Wijewickreme D., Honegger D., Mitchell A., and Fitzell T.P. Seismic evaluation and retrofit of a major natural gas transmission system: A case history. Earthquake Spectra 21 2 (2005) 539-567
45. Wijewickreme D., Atukorala U., and Fitzell T. Liquefactioninduced Ground Displacements for Seismic Evaluation of Lifelines. Geotechnical Special Publication No. 75, Geotechnical Earthquake Engineering and Soil Dynamics III, Specialty Conference, American Society of Civil Engineers Vol. 1 (1998) 434-445
46. Youd T.L. Lessons Learned from Recent Earthquakes and Advances in the Evaluation of Liquefaction and Lateral Spreading. Proceedings of the Spring Seminar: Recent Advances in Geotechnical Earthquake Engineering. ASCE Seattle Section, Geotechnical Group and University of Washington, Department of Civil Engineering, Seattle, USA (2002)
47. Youd T.L., Hansen C.M., and Bartlett S.F. Revised MLR Equations for Predicting Lateral Spread Displacement. Proceedings of the 7th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction, Technical Report MCEER-99-0019. Multidisciplinary Center for Earthquake Engineering Research, State University of New York, Buffalo, NY (1999)
48. (10). Youd T.L., Idriss I.M., Andrus R.D., Arango I., Castro G., Christian J.T., Dobry R., Finn W.D.L., Harder Jr. L.F., Hynes M.E., Ishihara K., Koester J.P., Liao S.S.C., Marcuson III W.F., Martin G.R., Mitchell J.K., Moriwaki Y., Power M.S., Robertson P.K., Seed R.B., and Stokoe II K.H. Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998. NCEER/NSF workshops on evaluation of liquefaction resistance of soils, J. Geotech. Geoenvir. Eng., ASCE 127 (2001) 817-833