| contributor author | Mao Ke-ming | |
| contributor author | Su Yong-hua | |
| contributor author | Zheng Xuan | |
| date accessioned | 2017-05-08T22:08:26Z | |
| date available | 2017-05-08T22:08:26Z | |
| date copyright | December 2013 | |
| date issued | 2013 | |
| identifier other | 32336209.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72144 | |
| description abstract | Based on this reality that surrounding rocks of deep undergrounds engineering repeatedly bear geological force and excavation disturbance, the integrity and mechanical properties were weakened, it is thought that the stress-strain relation submits to the post-peak softening joint model, and then considering other parameters, such as joints, initial geostress, strength, and deformation that affecting the rock mass property. A simulation scheme is designed, and the | |
| publisher | American Society of Civil Engineers | |
| title | Numerical Study on Mechanism of Zonal Disintegration in Deep Rock Mass with Joints | |
| type | Journal Paper | |
| journal volume | 7 | |
| journal issue | 4 | |
| journal title | Journal of Highway and Transportation Research and Development (English Edition) | |
| identifier doi | 10.1061/JHTRCQ.0000348 | |
| tree | Journal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 004 | |
| contenttype | Fulltext | |