An alternative mechanism of pile failure in liquefiable deposits during earthquakes

Geotechnique

Volumn 55, Issue 3, 2005, Pages 259-263

  Bhattacharya, S ^a   Madabhushi, S P G ^a   Bolton, M D ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE; LIQUEFACTION; PILE;

EID: 17044379869     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.55.3.259.61518     Document Type: Review

References (14)

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2. BTL Committee (2000). Study on liquefaction and lateral spreading in the 1995 Hyogoken-Nambu earthquake, Building Research Report No. 138. Building Research Institute, Ministry of Construction, Japan (in Japanese).
3. Editorial Committee for the Report on the Hanshin-Awaji Earthquake Disaster (1998). Report on the Hanshin-Awaji earthquake disaster, Building Series Vol. 4. Maruzen (in Japanese).
4. Fujii, S., Isemoto, N., Satou, Y. & Kaneko, O. (1998). Investigation and analysis of a pile foundation damaged by liquefaction during the 1995 Hyogoken-Nambu earthquake. Soils Found., Special Issue on Geotechnical Aspects of the 17 January 1995 Hyogoken-Nambu Earthquake No. 2, 179-192.
5. Hamada, M. & O'Rourke, T. D. (eds) (1992). Case studies of liquefaction and lifeline performance during past earthquakes, Vol. 1 Japanese case studies, Technical Report NCEER-92-0001. National Centre for Earthquake Engineering Research.
6. Hanshin Expressway Public Corporation (1997). Geotechnical report of Hanshin Expressway, Route 3 Kobe line and Route 5 Bay line: Restoration from earthquake damage. Hanshin Expressway Public Corporation.
7. JISC (2000). Precast prestressed concrete products, JIS-A:5373 Pt. 5. Tokyo: Japanese Industrial Standards Committee (in Japanese).
8. Kawamura, S., Nishizawa, T. & Wada, H. (1985). Damage to piles due to liquefaction found by excavation twenty years after earthquake. Nikkei Architecture, 27 May, 130-134.
9. Kinki Branch of Architectural Institute of Japan (1996). Report of damage to foundation of buildings during Hyogoken-nambu earthquake. Kinki Branch of Architectural Institute of Japan (in Japanese)
10. Oh-Oka, H., Iba, M., Abe, A. & Tokimatsu, K. (1996). Investigation of earthquake induced damage to pile foundation using televiewer observation and integrity sonic tests. Tsuchi-to-kiso, JGS 44 No. 3, 28-30 (in Japanese).
11. Shimura, S., Shimada, M., Hiroshige, T., Sato, M. & Azuma, H. (2000). Behavior of piles nearby caisson type quay wall during earthquakes. Proc. 55th Ann. Conf. Japan Soc. Civ. Engng 1(B), 872-875 (in Japanese).
12. Tokimatsu, K., Oh-Oka, H., Shamoto, Y. and Asaka, Y. (1997). Failure and deformation modes of piles due to liquefaction-induced lateral spreading in 1995 Hyogoken-nambu earthquake. J. Structural and Constructional Engng, AIJ, No. 495, 95-100.
13. Yasuda, S., Nagase, H., Kiku, H. & Uchida, Y. (1992). The mechanism and simplified procedure for the analysis of permanent ground displacement due to liquefaction. Soils Found. 32, No. 1, 149-160.
14. Yoshida, N. & Hamada, M. (1990). Damage to foundation piles and deformation pattern of ground due to liquefaction-induced permanent ground deformations. Proc. 3rd Japan-US Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, San Francisco, pp. 147-161.