Investigation on the cyclic shear response of stereoscopic geogrid-reinforced coarse-grained soil interface-Reference-Cited by-同舟云学术

Investigation on the cyclic shear response of stereoscopic geogrid-reinforced coarse-grained soil interface

Published:2023-01 Issue: Volume:38 Page:100905
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Zeng Wei-xiang,Ying Meng-jie,Liu Fei-yu

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference33 articles.

1. Abdi MR, Safdari Seh Gonbad M. Enhancement of soil–geogrid interactions in direct shear mode using attached elements as anchors. Eur J Environ Civ En 2020;24(8):1161-1179. https://doi.org/10.1080/19648189.2018.1454861.

2. Role of soil inherent anisotropy in peak friction and maximum dilation angles of four sand-geosynthetic interfaces;Afzali-Nejad;Geotext Geomembr,2018

3. ASTM D5321, 2014. Standard Test Method for Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by Direct Shear Method. ASTM International, West Conshohocken, PA, USA.

4. Dynamic shear behaviors of textured geomembrane/nonwoven geotextile interface under cyclic loading;Chang;Geotext Geomembr,2021

5. Laboratory investigation of boundary effect on pressure-settlement behavior of foundation soil with limited thickness involving geosynthetics;Chang;Geotext Geomembr,2020

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