| contributor author | Alexander | |
| contributor author | Isakov | |
| contributor author | Yury | |
| contributor author | Moryachkov | |
| date accessioned | 2017-05-08T21:45:57Z | |
| date available | 2017-05-08T21:45:57Z | |
| date copyright | June 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000340.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61725 | |
| description abstract | Modern methods for calculating slope stability in current finite-element programs involve the stepwise uniform reduction of the soil strength parameters. However, prediction of the strength-reduction law under the influence of external factors is not actually possible. The suggested method for safety-factor minimization will produce the most reliable estimation of slope stability. This idea is illustrated by calculating the safety factor for embankments composed of clay loam and sand. | |
| publisher | American Society of Civil Engineers | |
| title | Estimation of Slope Stability Using Two-Parameter Criterion of Stability | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 3 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000326 | |
| tree | International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 003 | |
| contenttype | Fulltext | |
