Back analysis of shear strength parameters for progressive landslides: case study of the Caifengyan landslide, China-Reference-Cited by-同舟云学术

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Back analysis of shear strength parameters for progressive landslides: case study of the Caifengyan landslide, China

Published:2021-12-15 Issue:1 Volume:81 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Zuo Shi,Zhao Lianheng,Deng Dongping,Han Zheng,Zhao Biao,Zhao Zhigang

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-021-02507-9.pdf

Reference63 articles.

1. Akin M (2013) Slope stability problems and back analysis in heavily jointed rock mass: a case study from manisa, turkey. Rock Mech Rock Eng 46(2):359–371. https://doi.org/10.1007/s00603-012-0262-x

2. Behnia M, Nateghpour B, Tavakoli J, Broujerdi MS (2020) Comparison of experimental and empirical methods for estimating the shear strength of rock joints based on the statistical approach. Environmental Earth Ences 79(14):361. https://doi.org/10.1007/s12665-020-09080-6

3. Brideau MA, Yan M, Stead D (2009) The role of tectonic damage and brittle rock fracture in the development of large rock slope failures. Geomorphology 103(1):30–49. https://doi.org/10.1016/j.geomorph.2008.04.010

4. Cai M, Morioka H, Kaiser PK, Tasaka Y, Kurose H, Minami M, Maejima T (2007) Back-analysis of rock mass strength parameters using ae monitoring data. Int J Rock Mech Min Sci 44(4):538–549. https://doi.org/10.1016/j.ijrmms.2006.09.012

5. Cen DF, Huang D, Ren F (2016) Shear deformation and strength of the interphase between the soil–rock mixture and the benched bedrock slope surface. Acta Geotech 12:391–413. https://doi.org/10.1007/s11440-016-0468-2

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