Pullout behavior of geogrid reinforcement in calcareous sand-Reference-Cited by-同舟云学术

Pullout behavior of geogrid reinforcement in calcareous sand

Published:2023-12-19 Issue: Volume: Page:1-23
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Xu Liangjie¹²^ORCID,Wang Ren²,Chen Jianfeng³,Wang Jiaquan⁴^ORCID,Xu Dongsheng⁵,Meng Qingshan²

Affiliation:

1. School of Civil Engineering, Wuhan University, Wuhan, China

2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China

3. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, China

4. College of Civil Engineering and Architecture, Guangxi University of Science and Technology, Liuzhou, China

5. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2023.2286479

Reference51 articles.

1. Influence of geogrid type and coarse grain size on pull out behaviour of clays reinforced with geogrids embedded in thin granular layers

2. Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions

3. ASTM D5321. (2008). Standard test method for determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic friction by the direct shear method. ASTM International.

4. ASTM D4595. (2011). Standard test method for tensile properties of geotextiles by the wide-width strip method. ASTM International.

5. ASTM D6706-01. (2013). Standard test method for measuring geosynthetic pullout resistance in soil. ASTM International.