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A computer program has been written that can solve a great variety of slope stability problems. It is possible to analyze a slope with any surface configuration, with one or two soil strata in any pattern, and with or without water table, pore pressures, increasing cohesion with depth, tension cracks, rigid base or loads anywhere on the surface. Given these properties of a slope, the computer will automatically search out the minimum factor of safety, solving the entire problem in from one to three minutes.
A computer program has been written that can solve a great variety of slope stability problems. It is possible to analyze a slope with any surface configuration, with one or two soil strata in any pattern, and with or without water table, pore pressures, increasing cohesion with depth, tension cracks, rigid base or loads anywhere on the surface. Given these properties of a slope, the computer will automatically search out the minimum factor of safety, solving the entire problem in from one to three minutes.
Computer Analysis of Slope Stability
Horn, John A. (Autor:in)
Transactions of the American Society of Civil Engineers ; 126 ; 850-866
01.01.2021
171961-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Computer analysis of slope stability
Engineering Index Backfile | 1960
|Closure to “Computer Analysis of Slope Stability”
ASCE | 2021
|Computer aided analysis of rock slope stability
Online Contents | 1987
|Discussion of “Computer Analysis of Slope Stability”
ASCE | 2021
|Computer aided analysis of rock slope stability
Springer Verlag | 1987
|