| contributor author | Balati | |
| contributor author | Maihemuti | |
| contributor author | Enzhi | |
| contributor author | Wang | |
| contributor author | Tumaerbai | |
| contributor author | Hudan | |
| contributor author | Qianjun | |
| contributor author | Xu | |
| date accessioned | 2017-05-08T22:28:54Z | |
| date available | 2017-05-08T22:28:54Z | |
| date copyright | April 2016 | |
| date issued | 2016 | |
| identifier other | 46345726.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81318 | |
| description abstract | The fluctuations of reservoir water levels significantly change the hydrogeological conditions of reservoir banks and thus affect the steady state of the bank slope. Reservoir landslide stability is governed by the complex interactions between the rock and the water (both reservoir and pore water). This paper establishes the constitutive coupled model of seepage and stress field for the E20 bank slope in the Haizhou Open Pit Coal Mine hydropower station’s lower reservoir. Using the geotechnical engineering three-dimensional fast Lagrangian analysis of continua ( | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Simulation Analysis of Reservoir Bank Fractured Rock-Slope Deformation and Failure Processes | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000533 | |
| tree | International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002 | |
| contenttype | Fulltext | |
