Experimental investigation on the deformation and failure mechanism of slope with interbedding soft and hard rocks under rainfall infiltration

Yafen Song; Li Chen; Xiaotao Zhang; Qian Zhao; Linlin Yu; Jinhua Xu

doi:10.1051/e3sconf/202019404056

All issues

Volume 194 (2020)

E3S Web Conf., 194 (2020) 04056

References

Open Access

Issue		E3S Web Conf. Volume 194, 2020 2020 5^th International Conference on Advances in Energy and Environment Research (ICAEER 2020)


Article Number		04056
Number of page(s)		5
Section		Environmental Protection and Pollution Control
DOI		https://doi.org/10.1051/e3sconf/202019404056
Published online		15 October 2020

T. Li, J. Wang. Red beds and geomor- phology types in China. Journal of Sichuan Normal University (Natural Science), 25(4), 427-431 (2002) [Google Scholar]
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Q. Xu, R. Huang, Y. Yin. The Jiweishan landslide of June 5, 2009 in Wulong, Chongqing: characteristics and failure mechanism. Journal of Engineering Geology. 17(4), 433-444 (2009) [Google Scholar]
H. Wu, H. Ma, D, Hou. Geological analysis and model experimental study of deformation mechanism of ditch–moore red bed landslide at Qinghai plateau. Chinese Journal of Rock Mechanics and Engineering. 29(10), 2091-2102 (2010) [Google Scholar]
H. Liu. Large scale shaking table test study on seismic response of combinational rock slopes. Chengdu University of Technology, (2011) [Google Scholar]
G. Li. Failure machanism of stratiform rock slope under strong earthquake. Chengdu University of Technology, (2011) [Google Scholar]
Y. Bian, Y. Zhang, L. Chang. Realization of slope failure pattern recognition system. Geotechnical Engineering Technique 20(3), 121-123 (2006) [Google Scholar]
B. Zuo, C. Chen, X. Liu. Modeling experiment study on failure mechanism of counter–tilt rock slope. Chinese Journal of Rock Mechanics and Engineering. 24(19), 3505-3511 (2005) [Google Scholar]
Z. Lu, Study on stability of high consequent rock slope. Institute of Rock and Soil Mechanics the Chinese Academy of Sciences. (2005) [Google Scholar]
K. Xia, C. Chen, Z. Lu. Analysis of stability diagram of rock bedded slope under hydraulic pressure. Rock and Soil Mechanics. 35(10), 2985-3040. (2014) [Google Scholar]

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[1] T. Li, J. Wang. Red beds and geomor- phology types in China. Journal of Sichuan Normal University (Natural Science), 25(4), 427-431 (2002) [Google Scholar]

[2] Y. Song, Failure models and instability of slopes with soft and hard rock interbedded laminated structure in southwest China. Chengdu University of Technology, (2011) [Google Scholar]

[3] R. Huang, S. Zhao, X. Song. The formation and mechanism analysis of Tiantai landslide, Xuanhan County. Sichuan Province. Hydrogeology and Engineering Geology. 1, 13-15 (2005) [Google Scholar]

[4] Q. Xu, R. Huang, Y. Yin. The Jiweishan landslide of June 5, 2009 in Wulong, Chongqing: characteristics and failure mechanism. Journal of Engineering Geology. 17(4), 433-444 (2009) [Google Scholar]

[5] H. Wu, H. Ma, D, Hou. Geological analysis and model experimental study of deformation mechanism of ditch–moore red bed landslide at Qinghai plateau. Chinese Journal of Rock Mechanics and Engineering. 29(10), 2091-2102 (2010) [Google Scholar]

[6] H. Liu. Large scale shaking table test study on seismic response of combinational rock slopes. Chengdu University of Technology, (2011) [Google Scholar]

[7] G. Li. Failure machanism of stratiform rock slope under strong earthquake. Chengdu University of Technology, (2011) [Google Scholar]

[8] Y. Bian, Y. Zhang, L. Chang. Realization of slope failure pattern recognition system. Geotechnical Engineering Technique 20(3), 121-123 (2006) [Google Scholar]

[9] B. Zuo, C. Chen, X. Liu. Modeling experiment study on failure mechanism of counter–tilt rock slope. Chinese Journal of Rock Mechanics and Engineering. 24(19), 3505-3511 (2005) [Google Scholar]

[10] Z. Lu, Study on stability of high consequent rock slope. Institute of Rock and Soil Mechanics the Chinese Academy of Sciences. (2005) [Google Scholar]

[11] K. Xia, C. Chen, Z. Lu. Analysis of stability diagram of rock bedded slope under hydraulic pressure. Rock and Soil Mechanics. 35(10), 2985-3040. (2014) [Google Scholar]