Dual integral equation solution of eccentricly loaded rectangular rigid foundation embedded in layered transversely isotropic soils-Reference-Cited by-同舟云学术

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Dual integral equation solution of eccentricly loaded rectangular rigid foundation embedded in layered transversely isotropic soils

Published:2020-10 Issue: Volume:126 Page:103755
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Ai Zhi Yong,Jiang Yuan Hao,Chu Zhong Hao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference50 articles.

1. Analytical layer-element solutions for a multi-layered transversely isotropic elastic medium subjected to axisymmetric loading;Ai;J. Zhejiang Univ. Sci. A,2012

2. Elastic thin plate resting on saturated multilayered soils with anisotropic permeability and elastic superstrata;Ai;Int. J. Geomech. ASCE,2018

3. A quasistatic analysis of a plate on consolidating layered soils by analytical layer-element/finite element method coupling;Ai;Int. J. Numer. Anal. Meth. Geomech.,2014

4. Analytical layer element solutions for deformations of transversely isotropic multilayered elastic media under nonaxisymmetric loading;Ai;Int. J. Numer. Anal. Meth. Geomech.,2014

5. A coupled BEM-ALEM approach for analysis of elastic thin plates on multilayered soil with anisotropic permeability;Ai;Eng. Anal. Boundary Elem.,2015

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