Mathematical cover refinement of the numerical manifold method for the stability analysis of a soil-rock-mixture slope
文献类型：期刊论文
| 作者 | Yang, Yongtao2,3; Chen, Tao2,3; Zheng, Hong1 |
| 刊名 | ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS
 |
| 出版日期 | 2020-07-01 |
| 卷号 | 116页码:64-76 |
| 关键词 | SRM slopes Numerical manifold method Refined mathematical meshes Mathematical cover systems with multiple layers Stability |
| ISSN号 | 0955-7997 |
| DOI | 10.1016/j.enganabound.2020.03.012 |
| 英文摘要 | An improved NMM (Numerical Manifold Method) with mathematical cover refinement (RNMM) is adopted to investigate the stability of a SRM (soil-rock-mixture) slope. In the RNMM, refined mathematical meshes are deployed at specified domains where stress concentration may occur. Compared to the TNMM (Traditional NMM), the computational efficiency of the RNMM is better for slope stability problems. Besides, the recently proposed scheme called MLC (mathematical cover systems with multiple layers) is adopted to further improve the computational efficiency of the RNMM. Based on the proposed RNMM+MLC (RNMM with MLC), stability analyses about two typical examples including a soil slope and a SRM slope are investigated. The numerical results demon-strated that 1) The FOS (factor of safety) based on the proposed RNMM is better than that based on the TNMM; 2) The FOS based on the RNMM + MLC is almost the same to that based on the RNMM, but the computational efficiency of the RNMM + MLC is better than that of the RNMM; 3) The distribution mode of plastic zones in a SRM slope differs a lot from a soil slope. |
| 资助项目 | Youth Innovation Promotion Association CAS[2020327] ; National Natural Science Foundation of China[51609240] ; National Natural Science Foundation of China[11572009] ; National Natural Science Foundation of China[51538001] |
| WOS研究方向 | Engineering ; Mathematics |
| 语种 | 英语 |
| WOS记录号 | WOS:000531096400005 |
| 出版者 | ELSEVIER SCI LTD |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/24108]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Yang, Yongtao |
| 作者单位 | 1.Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China 3.Univ Chinese Acad Sci, Beijing 100049, Peoples R China |
| 推荐引用方式 GB/T 7714 | Yang, Yongtao,Chen, Tao,Zheng, Hong. Mathematical cover refinement of the numerical manifold method for the stability analysis of a soil-rock-mixture slope[J]. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS,2020,116:64-76. |
| APA | Yang, Yongtao,Chen, Tao,&Zheng, Hong.(2020).Mathematical cover refinement of the numerical manifold method for the stability analysis of a soil-rock-mixture slope.ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS,116,64-76. |
| MLA | Yang, Yongtao,et al."Mathematical cover refinement of the numerical manifold method for the stability analysis of a soil-rock-mixture slope".ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 116(2020):64-76. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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