Effect of arch foot settlement on soil arching in pile-supported embankments under localized surface loading: Numerical damping spring-based trapdoor tests-Reference-Cited by-同舟云学术

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Effect of arch foot settlement on soil arching in pile-supported embankments under localized surface loading: Numerical damping spring-based trapdoor tests

Published:2024-05 Issue: Volume:169 Page:106252
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhang Ling,Zhou Jie^ORCID,Zhou Shuai,Yue Shao,Chen Yun-Hao

Funder

Wuhan Institute of Rock and Soil Mechanics Chinese Academy of Sciences

State Key Laboratory of Geomechanics and Geotechnical Engineering

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference38 articles.

1. Experimental investigation of soil arching mobilization and degradation under localized surface loading;Al-Naddaf;J. Geotech. Geoenviron. Eng.,2019

2. Spring-based trapdoor tests investigating soil arching stability in embankment fill under localized surface loading;Al-Naddaf;J. Geotech. Geoenviron. Eng.,2021

3. Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and Particle Image Velocimetry;Bi;Can. Geotech. J.,2020

4. Field test of geogrid-reinforced and floating pile-supported embankment;Cao;Geosynth. Int.,2016

5. Research on key problems of pile-supported reinforced embankment;Chen;China J. Highway Transport,2007

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