Shear Strength Evaluation of Soil–Geosynthetic and Geosynthetic–Geosynthetic Interfaces of Closure Cover Systems
Author:
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-023-00504-4.pdf
Reference33 articles.
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2. Rowe RK, Hosney MS (2013) Laboratory investigation of GCL performance for covering arsenic contaminated mine wastes. Geotext Geomembr 39:63–77. https://doi.org/10.1016/j.geotexmem.2013.06
3. Pries J, Westhus S (2014) The use of geosynthetics in mining works. Proceedings of the 20th wastecon conference. Institute of waste management of Southern Africa, Somerset West Cape Town, pp 189–194
4. Shaikh J, Bordoloi S, Yamsani SK, Sekharan S, Rakesh RR, Sarmah AK (2019) Long-term hydraulic performance of landfill cover system in extreme humid region: field monitoring and numerical approach. Sci Total Environ 688:409–423. https://doi.org/10.1016/j.scitotenv.2019.06.213
5. Khan V, Roy S, Rajesh S (2022) Numerical investigation on hydraulic and gas flow response of MSW landfill cover system comprising a geosynthetic clay liner under arid climatic conditions. Geotext Geomembr 50(6):1159–1171. https://doi.org/10.1016/j.geotexmem.2022.08.001
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