Slope failure mechanisms in dipping interbedded sandstone and mudstone revealed by model testing and distinct-element analysis
文献类型：期刊论文
| 作者 | Zheng, Yun1; Chen, Congxin1; Liu, Tingting1,2; Zhang, Wei1; Song, Yafen3 |
| 刊名 | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
 |
| 出版日期 | 2018 |
| 卷号 | 77期号:1页码:49-68 |
| 关键词 | Slopes with interbedded rock layers Rockslide mechanisms Physical model test Numerical simulation Strength degradation |
| ISSN号 | 1435-9529 |
| DOI | 10.1007/s10064-017-1007-6 |
| 英文摘要 | Slopes with interbedded rock layers are widely distributed around the world and have experienced numerous landslide disasters. This study used physical model tests and the distinct-element method to identify the failure mechanisms of slopes with interbedded sandstone and mudstone. First, physical model tests were designed and carried out to investigate the effects of river incision and mudstone wetting-softening on the deformation and failure modes of such slopes. Subsequently, a distinct-element simulation was conducted to back-analyze the physical model tests and to investigate the effects of the boundary conditions and joint sets on the slope failure mechanisms. The physical model tests reveal that river incision alone may not be sufficient to cause a landslide. However, this situation may change instantaneously depending on the exposure and wetting-softening of deep mudstone layers. The results of the physical model tests were then used to verify the results of the distinct-element simulation. The simulated displacement distribution and failure mode agreed well with the measurements and observations from the physical model tests. The numerical simulation indicated that numerous tensile micro-cracks form in the upper part of the slope due to river incision, and several micro-cracks may develop into macro-cracks as a result of mudstone wetting-softening. In addition, a preliminary numerical parametric study indicates that the slope failure mode does not change when the left boundary condition varies from free to roller conditions, and the layers are continuous instead of discontinuous. However, the simulation shows that penetrative tension cracks are less likely to form in the river incision process of a slope without joints. In this case, landslides do not tend to occur because it is difficult for rainfall to seep into the slope and converge to mudstone layers, which are prone to softening in water. |
| WOS研究方向 | Engineering ; Geology |
| 语种 | 英语 |
| WOS记录号 | WOS:000424335400004 |
| 出版者 | SPRINGER HEIDELBERG |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/4209]  |
| 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 ; 2.Wuhan Univ Technol, Key Lab Roadway Bridge & Struct Engn ; 3.CNSIC Survey & Design Inst Co Ltd |
| 推荐引用方式 GB/T 7714 | Zheng, Yun,Chen, Congxin,Liu, Tingting,et al. Slope failure mechanisms in dipping interbedded sandstone and mudstone revealed by model testing and distinct-element analysis[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2018,77(1):49-68. |
| APA | Zheng, Yun,Chen, Congxin,Liu, Tingting,Zhang, Wei,&Song, Yafen.(2018).Slope failure mechanisms in dipping interbedded sandstone and mudstone revealed by model testing and distinct-element analysis.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,77(1),49-68. |
| MLA | Zheng, Yun,et al."Slope failure mechanisms in dipping interbedded sandstone and mudstone revealed by model testing and distinct-element analysis".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 77.1(2018):49-68. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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