Design of pile foundations in liquefied soils

Geotechnical Special Publication

Volumn , Issue 75 II, 1998, Pages 1331-1343

  Wang, Shin Tower ^a   Reese, Lymon C ^a  

^a Lymon C Reese and Associates   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; PILE FOUNDATIONS; SOIL LIQUEFACTION; STRUCTURAL DESIGN;

LATERAL SPREADING; RESIDUAL STRENGTH;

SOIL STRUCTURE INTERACTIONS;

EID: 0031624380     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (15)

1. Bartlett, S. F. and Youd, T. L. (1995). "Empirical Prediction of Liquefaction-Induced Lateral Spread," Journal of Geotechnical Engineering, ASCE Vol. 121, No. 4.
2. Casagrande, A. (1936). "Characteristics of Cohesionless Soils Affecting the Stability of Slopes and Earth Fills," Journal, Boston Society of Civil Engineers.
3. Hamada, M., Yasuda, S., Isoyama, R. and Emoto, K. (1986). "Study on Liquefaction-Induced Permanent Ground Displacement," Association for the Development of Earthquake Prediction, Tokyo, Japan.
4. Ishihara, K. and Takeuchi, M (1991). "Flow Failure of Liquefied Sand in Large-Scale Shaking Tables," Proceedings, 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Missouri.
5. Japanese Geotechnical Society (1996). Soils and Foundations, Special Issue on Geotechnical Aspects of the January 17, 1995 Hyogoken-Nambu Earthquake.
6. Japanese Society of Soil Mechanics and Foundation Engineering (1966). Damage Reports for Niigata Earthquake, June 1964, Soil and Foundation, Vol. VI, No. 1.
7. NRC Committee on Earthquake Engineering (1985). Liquefaction of Soil During Earthquake, NRC Report No. CETS-EE-001.
8. Reese, L. C. (1984). Handbook on Design of Piles and Drilled Shafts Under Lateral Load, U. S. Department of Transportation, Federal Highway Administration, FHWA-IP-84-11, July, 359 pages.
9. plus 3.0 - A Program for the Analysis of Piles and Drilled Shafts Under Lateral Loads," Ensoft, Inc., Austin, Texas 1997.
10. Reese, L. C., Wright, S. G., Wang, S. T., and Walsh, M. A. (1989). "Analysis of Drilled Shafts in a Deep Fill," ASCE, Proceedings of the Congress, Foundation Engineering: Current Principles and Practices, Volume 2, Edited by Fred H. Kulhawy, Evanston, Illinois.
11. Seed, H. B. (1987). "Design Problems in Soil Liquefaction," Journal of Geotechnical Engineering, ASCE, Vol. 113, No. 7, August, pp. 827-845.
12. Seed, H. B. and Idriss, I. M. (1971). "Simplified Procedure for Evaluating Soil Liquefaction Potential," Journal of the Soil Mechanics and Foundations Division, ASCE Vol. 97, SM9.
13. Seed, H. B., Idriss, I. M., and Arango, I (1983)."Evaluation of Liquefaction Using Field Performance Data," Journal of Geotechnical Engineering, ASCE Vol. 102, GT4.
14. Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R. M. (1984). "The Influence of SPT Procedure in Soil Liquefaction Resistance Evaluation," EERC-84/15, U.C. Berkeley, California.
15. Seed, R. B. and Harder, L. F. (1991). "SPT-Based Analysis of Cyclic Pore Pressure Generation and Undrained Residual Strength," in H. Bolton Seed, Memorial Symposium Proceedings, Volume 2, edited by J. Michael Duncan, BiTech Publishers Ltd., Vancouver, B. C., Canada.