Author:
Suzuki Motoyuki,Koyama Atsushi,Kochi Yoshifumi,Urabe Tomoko
Funder
Ministry of Agriculture, Forestry and Fisheries
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference34 articles.
1. Modeling of soil–woven geotextile interface behavior from direct shear test results;Anubhav;Geotext. Geomembr.,2010
2. ASTM D 6243. Standard test method for determining the internal and interface shear resistance of geosynthetic clay liner by the direct shear method.
3. Athanassopoulos, C., Yuan, Z., 2011. Correlation between needlepunch-reinforced geosynthetic clay liner peel strength and internal shear strength. In: Han, J., Alzamora, D. (Eds.), Geo-Frontiers 2011, ASCE, pp. 1922–1930.
4. Comparison of the adhesion and shear tensile strength of needle-punched GCLs;Bacas;Geotext. Geomembr.,2013
5. Geosynthetic clay liners;Bouazza;Geotext. Geomembr.,2002
Cited by
16 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