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Deep Rock Excavation Stability for a Landfill
This paper deals with slope stability considerations associated with an approximately sixty foot (20 m) high cut excavation through various rock formations, for a solid waste sanitary landfill. During rock quarrying operations to prepare site areas for the development of the sanitary landfill, limited sectors of the top of slope experienced outward and/or downward movement and talus tension cracks developed within the upperlying soil layer near the apex of the site. The results of extensive field observations, evaluation of the rock cut operations, field and laboratory test studies and knowledge of the geological characteristics of the various rock formations were used to determine the probable reasons for the rock movement. Redesigned rock slope configurations and management plans to control flow of water into the landfill deposits were developed for safe execution of the landfill operations.
Deep Rock Excavation Stability for a Landfill
This paper deals with slope stability considerations associated with an approximately sixty foot (20 m) high cut excavation through various rock formations, for a solid waste sanitary landfill. During rock quarrying operations to prepare site areas for the development of the sanitary landfill, limited sectors of the top of slope experienced outward and/or downward movement and talus tension cracks developed within the upperlying soil layer near the apex of the site. The results of extensive field observations, evaluation of the rock cut operations, field and laboratory test studies and knowledge of the geological characteristics of the various rock formations were used to determine the probable reasons for the rock movement. Redesigned rock slope configurations and management plans to control flow of water into the landfill deposits were developed for safe execution of the landfill operations.
Deep Rock Excavation Stability for a Landfill
Khosla, Vijay (Autor:in)
Geo-Frontiers Congress 2005 ; 2005 ; Austin, Texas, United States
09.10.2005
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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