The rediscovery of infinite slope model / Die Wiederentdeckung der unendlich langen Böschung
Author(s): |
Wolfgang Fellin
|
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Medium: | journal article |
Language(s): | English, German |
Published in: | Geomechanics and Tunnelling, 2014, n. 4, v. 7 |
Page(s): | 299-305 |
DOI: | 10.1002/geot.201400019 |
Abstract: |
The infinite slope model is very simple and its essential conclusion is that the maximum inclination of a cohesionless slope is equal to the friction angle of the soil. In combination with generally used failure models for cohesionless soils this assumption leads to an overestimation of slope stability. Alternative estimations for slope stability are presented in this contribution. |
Keywords: |
stress state failure models
|
Available from: | Refer to publisher |
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data sheet - Reference-ID
10070394 - Published on:
18/08/2014 - Last updated on:
04/10/2016