Stability Enhancement of Landfills on Sloping Ground Using Earthen Berms at the Toe
Author:
Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-13-2224-2_34
Reference5 articles.
1. Bergado DT, Ramana GV, Sia HI, Varun H (2006) Evaluation of interface shear strength of composite liner system and stability analysis for a landfill lining system in Thailand. Geotext Geomembr 24(6):371–393
2. Blight GE (2007) Interpretations of surface movement of a landfill built on steepy sloping ground. A cautionary case history. Waste Manag Res 8(25):572–584
3. Fredlund DG, Krahn J (1976) The relationship between limit equilibrium slope stability methods. In: Geotechnical conference proceedings, Vancover, British Coluombia
4. Koerner RM, Soong T-Y (2000) Leachates in landfills—the stability issues. Geotext Geomembr 18(8):293–309
5. Seed RB, Mitchell JK, Bolton H (1990) Kettleman hills waste landfill slope failure I: liner system properties. J Geotech Eng 116(4):447–668
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