Plastic shakedown limit of geosynthetic reinforced coarse-grained soil: Experiments and prediction model-Reference-Cited by-同舟云学术

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Plastic shakedown limit of geosynthetic reinforced coarse-grained soil: Experiments and prediction model

Published:2024-08 Issue:4 Volume:52 Page:813-827
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Zhang Dongjie,Cui Kai,Li Qionglin,Yang Shangchuan,Li Pangju,Wu Zhifeng,Li Xiaohao,Xie Jinhong

Funder

Sichuan Province Science and Technology Support Program

Natural Science Foundation of Sichuan Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference45 articles.

1. Standard Practice for Classification of Soils for Engineering Purposes,2017

2. The strength and dilatancy of sands;Bolton;Geotechnique,1986

3. Identifying the key parameters that influence geogrid reinforcement of railway ballast;Brown;Geotext. Geomembranes,2007

4. Characterisation of permanent deformation behaviour of unbound granular materials under repeated triaxial loading;Cerni;Construct. Build. Mater.,2012

5. Confinement effect of geocells on sand samples under triaxial compression;Chen;Geotext. Geomembranes,2013

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