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Slope failure mechanisms in dipping interbedded sandstone and mudstone revealed by model testing and distinct-element analysis

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Abstract

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.

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Acknowledgements

We acknowledge the reviewers and the editor for their valuable comments and suggestions. This work reported in this paper was supported financially by the National Natural Science Foundation of China (Grant Nos. 11602284 and 11472293) and the Open Research Fund of the State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences (Grant No. Z015005).

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Authors and Affiliations

  1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, Hubei, China

    Yun Zheng, Congxin Chen, Tingting Liu & Wei Zhang

  2. Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, 430070, Hubei, China

    Tingting Liu

  3. CNSIC Survey and Design Institute Co. Ltd., Changsha, 410014, Hunan, China

    Yafen Song

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  1. Yun Zheng
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  4. Wei Zhang
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Correspondence to Yun Zheng.

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Zheng, Y., Chen, C., Liu, T. et al. Slope failure mechanisms in dipping interbedded sandstone and mudstone revealed by model testing and distinct-element analysis. Bull Eng Geol Environ 77, 49–68 (2018). https://doi.org/10.1007/s10064-017-1007-6

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