@article{gledocs_11858_10595,
author = {Nitzsche, Kornelia and Herle, Ivo},
title = {Strain-dependent slope stability},
year = {2020-05-09},
volume = {15},
number = {11},
pages = {3111-3119},
publisher = {Springer Berlin Heidelberg},
publisher = {},

abstract = {The state of equilibrium of a slope is usually interpreted and expressed by safety factors based on calculations with limit equilibrium methods. Different stress states, failure modes and hydraulic conditions in sections along a slip surface affect the development of shear stresses during slope movement. Moreover, a post-peak softening of the shear strength can have a pronounced impact. As a consequence of the latter effect, the mobilization of the shear resistance along the slip surface is non-uniform and the safety of the slope can be overestimated or underestimated. In the presented paper, an algorithm is proposed to capture the strain-dependent slope stability. The approach is illustrated by means of a calculation example for a slope with a planar slip surface where a block sliding is assumed.},
note = { \url {http://resolver.sub.uni-goettingen.de/purl?gldocs-11858/10595}},
}