Dynamic behavior of pile foundations under cyclic loading in liquefiable soils

Author:

Rahmani Amin,Pak Ali

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference46 articles.

1. Geotechnical earthquake engineering;Kramer,1996

2. Hamada M. Large ground deformation and their effects on lifelines: 1983 Nihokai-Chubu earthquake. In: Hamada M, O’Rourke T, editors. Case studies of liquefaction and lifeline performance during past earthquake, (I): Japanese case studies, vol. 4-1; 1992. p. 4–85 [chapter 4].

3. Mori S, Namuta A, Miwa S. Feature of liquefaction damage during the 1993 Hokkaido Nanseioki earthquake. In: Proceedings of the 29th annual conference of Japanese Society of soil mechanics and foundation engineering; 1994. p. 1005–08.

4. Tachikawa H, Fujii S, Onishi K, Suzuki Y, Isemoto N, Shirahama M. Investigation and analysis of pile foundation located on Kobe Port Island. In: Proceedings of the 33rd Japan national conference on geotechnology engineering, vol. 1; 1998. p. 811–2.

5. Site investigation of post liquefaction lateral displacement of pile foundation in reclaimed land;Shamoto;Tsuchi to Kiso,1996

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