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Slip circle method for analysis of stability of earth dams
Method based on K.E.PETTERSON's investigations; under assumption that line of failure of slides in earth slopes approaches arc of circle it is possible to locate circle which gives least resistance to shear; ratio of total shearing strength to total shearing stresses is taken as factor of safety against sliding; slip circle analysis for dams of composite cross section given.
Slip circle method for analysis of stability of earth dams
Method based on K.E.PETTERSON's investigations; under assumption that line of failure of slides in earth slopes approaches arc of circle it is possible to locate circle which gives least resistance to shear; ratio of total shearing strength to total shearing stresses is taken as factor of safety against sliding; slip circle analysis for dams of composite cross section given.
Slip circle method for analysis of stability of earth dams
India. Central Board Irrigation -- J
Pritam Singh (author)
1949
9 pages
Article (Journal)
English
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