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Development of a landslide slope profile
Summary The beginning of a landslide movement is accompanied by decrease in the coefficient of stability $ K_{S} $ to a certain minimum. A drop in $ K_{S} $ is conditioned by the decrease in soil strength in the shearing zone, which occurs under so small deformation that the slope profile and, hence, even the acting forces remain practically unchanged. Subsequent displacement results in the slope mass subsidence and $ K_{s} $ increase. When, in consequence of the successively repeated sliding cycles, the residual value of soil resistance in the shearing zone is achieved, the slope passes into a state of limit subsidence.
Development of a landslide slope profile
Summary The beginning of a landslide movement is accompanied by decrease in the coefficient of stability $ K_{S} $ to a certain minimum. A drop in $ K_{S} $ is conditioned by the decrease in soil strength in the shearing zone, which occurs under so small deformation that the slope profile and, hence, even the acting forces remain practically unchanged. Subsequent displacement results in the slope mass subsidence and $ K_{s} $ increase. When, in consequence of the successively repeated sliding cycles, the residual value of soil resistance in the shearing zone is achieved, the slope passes into a state of limit subsidence.
Development of a landslide slope profile
Goldstein, M. N. (author) / Turovskaya, A. Y. (author)
1977
Article (Journal)
Electronic Resource
English
BKL:
56.00$jBauwesen: Allgemeines
/
38.58
Geomechanik
/
38.58$jGeomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
/
56.00
Bauwesen: Allgemeines
/
56.20$jIngenieurgeologie$jBodenmechanik
RVK:
ELIB18
Development of a landslide slope profile
| Online Contents | 1977
Slope stability analysis and landslide calculations
| British Library Conference Proceedings | 1997