Stability Analysis of Rock Slopes Subjected to Block-Flexure Toppling Failure Using Adaptive Moment Estimation Method (Adam)
文献类型：期刊论文
| 作者 | Zheng, Yun2; Chen, Congxin2; Wang, Runqing2; Meng, Fei1,2 |
| 刊名 | ROCK MECHANICS AND ROCK ENGINEERING
 |
| 出版日期 | 2022-03-13 |
| 页码 | 12 |
| 关键词 | Rock slopes Stability analysis Failure surface Safety factor Block-flexure toppling Adaptive moment estimation method |
| ISSN号 | 0723-2632 |
| DOI | 10.1007/s00603-022-02828-5 |
| 英文摘要 | Finding the failure surface and analyzing the stability of an anti-dip bedding rock slope (ABRS) with the potential of block-flexure toppling failure are still a troublesome issue. In this work, we combine force-transfer model (FTM) and Adaptive Moment Estimation method (Adam) to propose a new approach called FTM-Adam method for analyzing the stability of ABRSs. The results of a centrifuge test and 4 UDEC models are used to verify the feasibility of this method. Moreover, a comparison of the FTM-Adam and FTM-GA is carried out. The results show that the FTM-Adam can efficiently find the failure surface and the corresponding safety factor of ABRSs. The comparison between the results of FTM-Adam and the simulation results shows that the RMSE of the failure surface (represented by the artificial design variables) is 0.2198, and the deviation of the safety factor is 5.39%, which is sufficient for the application in practice. Results show that the efficiency of the FTM-Adam method is 30 times higher than that of FTM-GA. The main limitation of the FTM-Adam method is that the choosing of the initial failure surface has inevitable influence on the final optimization result. An inclined plane located 10 degrees-20 degrees above the normal plane to the continuous joints is suggested to be the initial failure surface according to previous observations. |
| 资助项目 | National Natural Science Foundation of China[12072358] ; Open Research Fund of the State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences[Z018009] |
| WOS研究方向 | Engineering ; Geology |
| 语种 | 英语 |
| WOS记录号 | WOS:000768324100002 |
| 出版者 | SPRINGER WIEN |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/34678]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Meng, Fei |
| 作者单位 | 1.Wuhan Univ Technol, Key Lab Roadway Bridge & Struct Engn, Wuhan 430070, Hubei, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China |
| 推荐引用方式 GB/T 7714 | Zheng, Yun,Chen, Congxin,Wang, Runqing,et al. Stability Analysis of Rock Slopes Subjected to Block-Flexure Toppling Failure Using Adaptive Moment Estimation Method (Adam)[J]. ROCK MECHANICS AND ROCK ENGINEERING,2022:12. |
| APA | Zheng, Yun,Chen, Congxin,Wang, Runqing,&Meng, Fei.(2022).Stability Analysis of Rock Slopes Subjected to Block-Flexure Toppling Failure Using Adaptive Moment Estimation Method (Adam).ROCK MECHANICS AND ROCK ENGINEERING,12. |
| MLA | Zheng, Yun,et al."Stability Analysis of Rock Slopes Subjected to Block-Flexure Toppling Failure Using Adaptive Moment Estimation Method (Adam)".ROCK MECHANICS AND ROCK ENGINEERING (2022):12. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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