INFLUENCE OF THE STRESS-STRAIN STATE OF THE HOMOGENEOUS SOIL SLOPE ON ITS STABILITY
Various methods are used to compare results of stability analyses. A simple design model was considered by the authors, i.e. a slope composed of the homogenous loose soil, for which the assessment may be made by considering the stability of a particle that remains in place due to the sliding frictio...
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| Format: | Article |
| Language: | English |
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Moscow State University of Civil Engineering (MGSU)
2012-12-01
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| Series: | Vestnik MGSU |
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| Online Access: | http://vestnikmgsu.ru/files/archive/issues/2012/12/ru/16.pdf |