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Simplified non-linear approaches for response of a single pile and pile groups considering progressive deformation of pile–soil system

  • Published:2016-06 Issue:3 Volume:56 Page:473-484
  • ISSN:0038-0806
  • Container-title:Soils and Foundations
  • language:en
  • Short-container-title:Soils and Foundations

Author:

Zhang Qian-qing,Liu Shan-wei,Zhang Shi-min,Zhang Jian,Wang Kang

Funder

State Key Laboratory for GeoMechanics and Deep Underground Engineering

China Postdoctoral Science Foundation

China University of Mining and Technology

Natural Science Foundation of Shandong Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference30 articles.

1. Boundary element analysis of axially loaded piles embedded in a multi-layered soil;Ai;Comput. Geotech.,2009

2. Settlement analysis of pile groups in layered soils;Cairo;Can. Geotech. J.,2006

3. Pile foundation analysis: a simple approach to nonlinearity effects;Caputo;Riv. Ital. Geotec.,1984

4. Simplified nonlinear analysis for settlement prediction of pile groups;Castelli;J. Geotech. Geoenviron. Eng.,2002

5. Analysis of pile group by infinite layer method;Cheung;Geotechnique,1988

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