Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads-Reference-Cited by-同舟云学术

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Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads

Published:2024-10 Issue:5 Volume:52 Page:925-940
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Wang Qingming,Xu Chao,Shen Panpan^ORCID,Li Geye,Zhao Chongxi

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference63 articles.

1. Standard Specification for Sizes of Aggregate for Road and Bridge Construction,2009

2. 3D Finite element analysis of the geosynthetic reinforced soil-integrated bridge system (GRS-IBS) under different loading conditions;Abu-Farsakh;Transp. Geotech,2018

3. Numerical parametric study to evaluate the performance of a geosynthetic reinforced soil–integrated bridge system (GRS-IBS) under service loading;Abu-Farsakh;Transp. Geotech.,2019

4. Geosynthetic reinforced soil integrated abutments at the bowman road bridge in defiance county, Ohio;Adams,2007

5. Vegas mini pier experiment and postulate of zero volume change;Adams,2002

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