Influence of depth of liquefiable soil layer on dynamic response of pile group subjected to vertical load

Author:

Chatterjee Kaustav,Choudhury Deepankar,Kumar Mohit

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Abdoun T, Dobry R, O’Rouke TD, Goh SH (2003) Pile foundation response to lateral spreads: centrifuge modelling. J Geotech Geoenviron Eng ASCE 129(10):869–878

2. ASTM (2004) E132 Standard test method for Poisson’s ratio at room temperature. ASTM International, United States

3. ASTM (2008) D792 Standard test methods for density and specific gravity (relative density) of plastics by displacement. ASTM International, United States

4. ASTM (2010) D638 Standard test method for tensile properties of plastics. ASTM International, United States

5. Bhattacharya S, Goda K (2013) Probabilistic buckling analysis of axially loaded piles in liquefiable soils. Soil Dyn Earthq Eng 45:13–24

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