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This document discusses theories for calculating the ultimate bearing capacity of foundations located on slopes. It presents two cases: foundations on the face of a slope, and foundations on the top of a slope. For each case, the author extends an existing theory of bearing capacity for level ground and combines it with slope stability theory. Graphs of bearing capacity factors are provided for different foundation geometries and soil types, including purely cohesive and cohesionless materials.

Author

Munnaz

Language

EN