| contributor author | Jian-Hong Wu | |
| contributor author | Yuzo Ohnishi | |
| contributor author | Gen-Hua Shi | |
| contributor author | Satoshi Nishiyama | |
| date accessioned | 2017-05-08T21:31:50Z | |
| date available | 2017-05-08T21:31:50Z | |
| date copyright | September 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291532-3641%282005%295%3A3%28179%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/55010 | |
| description abstract | A three-dimensional (3D) rock slope toppling occurred in a discontinuous rock mass. To simulate the failure process and study the mechanism of this rock failure with contact and large displacement in 3D, a new discrete numerical method has been developed called the 3D discontinuous deformation analysis (DDA). This article first introduces the basic principles and then derives the formulas in detail. Finally, the slope failure simulation is applied as an example to investigate the applicability of this new method to rock slope failure research. The simulation results indicate the advantages of using this new method to study the mechanism of a rock slope failure with 3D behavior. | |
| publisher | American Society of Civil Engineers | |
| title | Theory of Three-Dimensional Discontinuous Deformation Analysis and Its Application to a Slope Toppling at Amatoribashi, Japan | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 3 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2005)5:3(179) | |
| tree | International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 003 | |
| contenttype | Fulltext | |
