Pseudo-dynamic bearing capacity of strip foundations on rock masses considering the Rayleigh surface waves-Reference-Cited by-同舟云学术

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Pseudo-dynamic bearing capacity of strip foundations on rock masses considering the Rayleigh surface waves

Published:2024-10 Issue:5 Volume:64 Page:101508
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Du Dianchun,Gong Weiming,Dias Daniel

Publisher

Elsevier BV

Reference37 articles.

1. Back-analysis of rock mass strength parameters using AE monitoring data;Cai;Int. J. Rock Mech. Min. Sci.,2007

2. Estimation of rock masses deformation modulus and strength of jointed hard rock masses using the GSI system;Cai;Int. J. Rock. Mech. Min. Sci.,2004

3. Static and seismic bearing capacity of shallow strip foundations;Cascone;Soil Dynam. Earthq. Eng.,2016

4. Limit Analysis and Soil Plasticity;Chen,1975

5. New approach to determine seismic passive resistance on retaining walls considering seismic waves;Choudhury;Int. J. Geomech.,2013

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