H-adaptivity applied to liquefiable soil in nonlinear analysis of soil–pile interaction
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference28 articles.
1. Piles in liquefiable soil: seismic analysis and design issues;Finn;Soil Dyn Earthquake Eng,2002
2. Numerical analysis of pile behaviour under lateral loads in layered elastic-plastic soils;Yang;Int J Numer Anal Methods Geomech,2002
3. FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model;Oka;Appl Sci Res,1994
4. A cyclic elasto-plastic constitutive model for sand considering aplastic-strain dependence of the shear modulus;Oka;Geotechnique,1999
5. A constitutive model for sand based on the non-linear kinematic hardening rule and its application;Oka,1992
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