Optimum Thickness of Veneer Cover Soil of MSW Landfill for Stability Against Uplifted-Floating Failure
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-7245-4_17
Reference8 articles.
1. Khoshand A, Fathi A, Zoghi M, Kamalan H (2018) Seismic stability analyses of the reinforced tapered landfill cover systems considering seepage forces. Waste Manag Res 36(4):361–372
2. Nadukuru S, Zhu M, Gokmen C, Bonaparte R (2017) Combined seepage and slope stability analysis of a landfill cover system. In: Geo-frontiers: waste containment, barriers, remediation, and sustainable geoengineering. ASCE, Florida, Reston, VA, pp 170–179
3. Chen Y, Xue Q, He X, Zhang S, Wang P, Song C (2019) Stability analysis on veneer cover system for landfill considering the effect of internal seeper. Eng Geol 252:99–109
4. Boschuk JJ (1991) Landfill covers: an engineering perspective. Geotech Fabrics Report 9:23–34
5. Soong TY, Koerner RM (1996) Seepage induced slope instability. Geotext Geomembr 14(7–8):425–445
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