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An Experimental High Ash Papermill Sludge Landfill: Second Annual Report
The second annual report investigated slope stability by removal of one dike from the sludge landfill. The landfill was excavated to form a 3:4 slope and trimmed to 1:8 slope. Prior to construction, vane shear strength and Dutch cone resistance data were obtained. Slope indicator and piezometers were installed. Laboratory studies and analysis were also conducted. Leachate sampling and analysis documented changes occurring during the project period.
An Experimental High Ash Papermill Sludge Landfill: Second Annual Report
The second annual report investigated slope stability by removal of one dike from the sludge landfill. The landfill was excavated to form a 3:4 slope and trimmed to 1:8 slope. Prior to construction, vane shear strength and Dutch cone resistance data were obtained. Slope indicator and piezometers were installed. Laboratory studies and analysis were also conducted. Leachate sampling and analysis documented changes occurring during the project period.
An Experimental High Ash Papermill Sludge Landfill: Second Annual Report
O. B. Andersland (author) / W. A. Charlie (author) / R. P. Vallee (author) / D. W. Marshall (author)
1974
247 pages
Report
No indication
English
Solid Wastes Pollution & Control , Water Pollution & Control , Paper industry , Sludge disposal , Soil mechanics , Solid waste disposal , Earth fills , Water pollution , Papermaking , Industrial wastes , Slope protection , Embankments , Loaching , Drainage , Shear strength , Excavation , Computer programs , Sanitary land fills , Slope stability
An Experimental High Ash Papermill Sludge Landfill
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