Soil-Geogrid Reinforcement Interaction by Pullout and Direct Shear Tests
Author:
Publisher
ASTM International
Subject
Geotechnical Engineering and Engineering Geology
Cited by 69 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Modelling the ultimate pullout resistance of geogrids;Geosynthetics International;2024-08-07
2. Friction Characteristics Between Marine Clay and Construction Materials;Journal of Ocean University of China;2024-04
3. Soil-Reinforcement Interaction of a Geogrid–Geotextile Composite;International Journal of Geosynthetics and Ground Engineering;2023-11-15
4. Optimizing the Microanchor Attachment Angle for Maximum Interaction Enhancement at Granular Soils–Geogrid Interface under Direct Shear Mode;International Journal of Geomechanics;2023-04
5. Investigation of Shear Strength of Subbase-Subgrade Interface with Geosynthetics Reinforcement Utilizing A Large-Scale Direct Shear Test;E3S Web of Conferences;2023
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