Safety against Slip in Inclined Base of Slope Toesby Josef Brauns,
Serial Information: Journal of the Geotechnical Engineering Division, 1980, Vol. 106, Issue 10, Pg. 1158-1162
Document Type: Journal Paper
Abstract: One of the classical interface problems in the design of embankments (or waste heaps/dumps) is the question of spreading in the base under the fill. The safety against local slip may be questionable in case of low-friction materials at the ground surface. These materials may be either of fine grained soils or of rock tending to weather quickly, particularly under the condition of sloping ground surface.
Subject Headings: Safety | Fine-grained soils | Slopes | Waste management | Fills | Case studies | Soil properties | Rocks |
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