|
|||||
|
|
| Effect of rock mass structure and block size on the slope stability——Physical modeling and discrete element simulation | |
| 作者姓名： | LI Shihai LIAN Zhenzhong & J. G. Wang . Institute of Mechanics Chinese Academy of Sciences Beijing China . Graduate School Chinese Academy of Sciences Beijing China . Tropical Marine Science Institute National University of Singapore Singapore |
| 作者单位： | LI Shihai1，LIAN Zhenzhong1，2 & J. G. Wang3 1. Institute of Mechanics，Chinese Academy of Sciences，Beijing 100080，China; 2. Graduate School，Chinese Academy of Sciences，Beijing 100060，China; 3. Tropical Marine Science Institute，National University of Singapore，Singapore 119260 |
| 摘 要： | Rock slope has many geological structures with different sizes, configurations and mechanical properties such as joints, fissures, faults, shear bands and so on1]. These geological structures may make the slope unstable, producing toppling, fracturing or sliding failures. A lot of investigations have focused on the stability of jointed rock slope, however, the mechanisms on the progressive failure of jointed rock slope is still an open issue in either physical modeling or numerical simulation… |
| 本文献已被 CNKI 等数据库收录！ | |