Generalized Stability Analysis of Channel Banks

by Victor Miguel Ponce, (M.ASCE), Asst. Prof. of Civ. Engrg.; Colorado State Univ., Fort Collins, Colo.,

Serial Information: Journal of the Irrigation and Drainage Division, 1978, Vol. 104, Issue 4, Pg. 343-350

Document Type: Journal Paper

Discussion: Tovey N. Keith (See full record)
Discussion: Carballada Luis (See full record)
Closure: (See full record)

Abstract: A generalized stability analysis of homogeneous bank slopes is presented. Cohesion, angle of friction, soil density, slope angle, and height are taken into account. The factor of safety against failure, as calculated for a suitable failure circle by the Simplified Bishop method, is expressed in terms of a stability number. Generalized charts relating the factor of safety to the slope height are developed.

Subject Headings: River bank stabilization | Safety | Failure analysis | Homogeneity | Slope stability | Friction | Cohesive soils |

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