| contributor author | Shengxiang Gui | |
| contributor author | Renduo Zhang | |
| contributor author | John P. Turner | |
| contributor author | Xuzhang Xue | |
| date accessioned | 2017-05-08T21:26:48Z | |
| date available | 2017-05-08T21:26:48Z | |
| date copyright | January 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291090-0241%282000%29126%3A1%281%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51794 | |
| description abstract | The effects of stochastic hydraulic conductivity on the slope stability of an embankment dam are investigated using a combination of random field simulation, seepage analysis, and slope stability analysis. The hydraulic conductivity distribution is treated as a spatially stationary random field following a lognormal distribution. The turning band method is used to generate the spatial variability of the saturated hydraulic conductivity | |
| publisher | American Society of Civil Engineers | |
| title | Probabilistic Slope Stability Analysis with Stochastic Soil Hydraulic Conductivity | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2000)126:1(1) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 001 | |
| contenttype | Fulltext | |
