Bending–buckling interaction as a failure mechanism of piles in liquefiable soils

Author:

Dash Suresh R.,Bhattacharya Subhamoy,Blakeborough Anthony

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference29 articles.

1. A reconsideration of the safety of the piled bridge foundations in liquefiable soils;Bhattacharya;Soils and Foundations,2005

2. Hamada M. Large ground deformations and their effects on lifelines: 1964 Niigata earthquake. Case studies of liquefaction and lifelines performance during past earthquake. Technical Report NCEER-92-0001, National Center for Earthquake Engineering Research, Buffalo, NY; 1992. p. 3-1.

3. Hamada M. Large ground deformations and their effects on lifelines: 1983 Nihonkai-Chubu earthquake. Case studies of liquefaction and lifelines performance during past earthquake. Technical Report NCEER-92-0001, National Center for Earthquake Engineering Research, Buffalo, NY; 1992. p. 4-1.

4. Ishihara K. Terzaghi oration: geotechnical aspects of the 1995 Kobe earthquake. In: Proceedings of 14th international conference on soil mechanics and foundation engineering, vol. 4, Hamburg, 1997. p. 2047–73.

5. Tokimatsu K, Hiroshi OO, Satake K, Shamoto Y, Asaka Y. Effects of lateral ground movements on failure patterns of piles in the 1995 Hyogoken-Nambu earthquake. In: Proceedings of a speciality conference, geotechnical earthquake engineering and soil dynamics III. ASCE geotechnical special publication, 1998. p. 1175–86.

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