Pullout Behavior of Triaxial Geogrid Embedded in a Transparent Soil

Author:

Chen Jian-Feng1,Gu Zi-Aang2,Rajesh Sathiyamoorthy3ORCID,Yu Song-Bo4

Affiliation:

1. Professor, Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji Univ., Shanghai 200092, China.

2. Ph.D. Candidate, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

3. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016, India (corresponding author). ORCID: .

4. Engineer, Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

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1. Pullout behavior of geogrid reinforcement in calcareous sand;European Journal of Environmental and Civil Engineering;2023-12-19

2. Field performance of a geogrid-reinforced expansive soil slope: a case study;Bulletin of Engineering Geology and the Environment;2023-12-08

3. A Sanding Technique to Improve the Pullout Behavior of Geogrids;International Journal of Geosynthetics and Ground Engineering;2023-10-26

4. Quantification of geogrid lateral restraint using transparent sand and deep learning-based image segmentation;Geotextiles and Geomembranes;2023-10

5. New approach to junction efficiency analysis of hexagonal geogrid using digital image correlation method;Geotextiles and Geomembranes;2023-10

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