Author:
Chang Ji-Yun,Feng Shi-Jin,Shen Yang,Shi Hao,Shi Jia-Liang
Reference12 articles.
1. Chen YM, Lin WA, Zhan TL (2010) Investigation of mechanisms of bentonite extrusion from GCL and related effects on the shear strength of GCL/GM interfaces. Geotext Geomembr 28(1):63–71
2. Daniel DE, Shan HY, Anderson JD (1993) Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner. In: Proceedings of the geosynthetics, Vancouver, Canada, vol 3, pp 1483–1496. Industrial Fabrics Association International, Roseville
3. Eid HT, Stark TD (1997) Shear behavior of an unreinforced geosynthetic clay liner. Geosynth Int 4(6):645–659
4. Eid HT, Stark TD, Doefler CK (1999) Effect of shear displacement rate on internal shear strength of a reinforced geosynthetic clay liner. Geosynth Int 6(3):219–239
5. Feng SJ, Chang JY, Chen HX (2018) Seismic analysis of landfill considering the effect of GM-GCL interface within liner. Soil Dyn Earthq Eng 107:152–163
Cited by
6 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