Evaluation of mountain slope stability considering the impact of geological interfaces using discrete fractures model
文献类型：期刊论文
| 作者 | Wang Lu-yu; Chen Wei-zhong; Tan Xu-yan; Tan Xian-jun; Yuan Jing-qiang; Liu Qi |
| 刊名 | JOURNAL OF MOUNTAIN SCIENCE
 |
| 出版日期 | 2019 |
| 卷号 | 16期号:9页码:2184-2202 |
| 关键词 | Rock slope stability Discrete fractures Discontinuous approach Equivalent model Slip surface |
| ISSN号 | 1672-6316 |
| DOI | 10.1007/s11629-019-5527-3 |
| 英文摘要 | The stability of rock slope is often controlled by the existing discontinuous surfaces, such as discrete fractures, which are ubiquitously distributing in a geological medium. In contrast with the traditional approaches used in soil slope with a continuous assumption, the simulation methods of jointed rock slope are different from that of in soil slope. This paper presents a study on jointed rock slope stability using the proposed discontinuous approach, which considers the effects of discrete fractures. Comparing with traditional methods to model fractures in an implicit way, the presented approach provides a method to simulate fractures in an explicit way, where grids between rock matrix and fractures are independent. To complete geometric components generation and mesh partition for the model, the corresponding algorithms were devised. To evaluate the stability state of rock slope quantitatively, the strength reduction method was integrated into our analysis framework. A benchmark example was used to verify the validation of the approach. A jointed rock slope, which contains natural fractures, was selected as a case study and was simulated regarding the workflow of our framework. It was set up in the light of the geological condition of the site. Slope stability was evaluated under different loading conditions with various fracture patterns. Numerical results show that fractures have significant contributions to slope stability, and different fracture patterns would lead to different shapes of the slip surface. The devised method has the ability to calculate a non-circular slip surface, which is different from a circular slip surface obtained by classical methods. |
| WOS研究方向 | Environmental Sciences & Ecology |
| 语种 | 英语 |
| WOS记录号 | WOS:000485301000016 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/14901]  |
| 专题 | 岩土力学所知识全产出_期刊论文 国家重点实验室知识产出_期刊论文 |
| 作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China; 2.Univ Chinese Acad Sci, Beijing 100049, Peoples R China; 3.Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan 250100, Shandong, Peoples R China |
| 推荐引用方式 GB/T 7714 | Wang Lu-yu,Chen Wei-zhong,Tan Xu-yan,et al. Evaluation of mountain slope stability considering the impact of geological interfaces using discrete fractures model[J]. JOURNAL OF MOUNTAIN SCIENCE,2019,16(9):2184-2202. |
| APA | Wang Lu-yu,Chen Wei-zhong,Tan Xu-yan,Tan Xian-jun,Yuan Jing-qiang,&Liu Qi.(2019).Evaluation of mountain slope stability considering the impact of geological interfaces using discrete fractures model.JOURNAL OF MOUNTAIN SCIENCE,16(9),2184-2202. |
| MLA | Wang Lu-yu,et al."Evaluation of mountain slope stability considering the impact of geological interfaces using discrete fractures model".JOURNAL OF MOUNTAIN SCIENCE 16.9(2019):2184-2202. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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