Stability analysis of cut rock slope with reinforcement by steel cables
文献类型：会议论文
| 作者 | Wang, Shuilin; Lu, Yinghui; Jiao, Yuyong; Li, Chunguang |
| 出版日期 | 2007 |
| 会议日期 | NOV 22-25, 2006 |
| 会议地点 | Sanya, PEOPLES R CHINA |
| 关键词 | rock slope with bedding-plane discrete element method reinforcement by steel bolts factor of safety strength reduction technique |
| DOI | 10.4028/www.scientific.net/KEM.353-358.2509 |
| 页码 | 2509-2512 |
| 英文摘要 | There are a large number of cracks, joints and layers with different scales and orientations in the rock masses. With the structural formation in it, the rock mass is unlike the isotropic and homogenous materials in physics and mechanics characteristics, and the failure of the rock mass is controlled by those discontinuities. This paper studies the stability of a jointed rock slope with bedding-planes. Universal Distinct Element Code (UDEC) is used to carry out the numerical analysis. The factor of safety (FOS) and failure mode are obtained by strength reduction technique before and after the steel bolts are installed in the slope. In addition, the forces along the bolts indicate that they reaches the maximum value in the potential slip surface of the slope. |
| 会议录 | PROGRESSES IN FRACTURE AND STRENGTH OF MATERIALS AND STRUCTURES, 1-4
 |
| 会议录出版者 | TRANS TECH PUBLICATIONS LTD |
| 会议录出版地 | STAFA-ZURICH |
| 语种 | 英语 |
| WOS研究方向 | Materials Science |
| WOS记录号 | WOS:000252246301250 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/4459]  |
| 专题 | 岩土力学所知识全产出_会议论文 |
| 作者单位 | Chinese Acad Sci, Inst Rock & Soil Mech |
| 推荐引用方式 GB/T 7714 | Wang, Shuilin,Lu, Yinghui,Jiao, Yuyong,et al. Stability analysis of cut rock slope with reinforcement by steel cables[C]. 见:. Sanya, PEOPLES R CHINA. NOV 22-25, 2006. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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