Modified Double-Reduction Method considering Strain Softening and Equivalent Influence Angle-Reference-Cited by-同舟云学术

Modified Double-Reduction Method considering Strain Softening and Equivalent Influence Angle

Published:2020-09-10 Issue:11 Volume:24 Page:3257-3266
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Chen Yifan,Lin Hang^ORCID,Wang Yixian^ORCID,Cao Rihong,Zhang Chunyang,Zhao Yanlin

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-020-0547-7.pdf

Reference31 articles.

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3. Bai B, Yuan W, Shi L, Li J, Li X (2015) Comparing a new double-reduction method to classic strength reduction method for slope stability analysis. Rock and Soil Mechanics 36(5):1275–1281, DOI: https://doi.org/10.16285/j.rsm.2015.05.005 (in Chinese)

4. Chen R, Kang E, Wu L, Yang J, Ji X, Zhang Z (2005) Discussion on the distribution of cold regions in China. Journal of Glaciology and Geocryology (4):469-475 (in Chinese)

5. Cheng YM, Lansivaara T, Wei WB (2007) Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Computers and Geotechnics 34(3):137–150, DOI: https://doi.org/10.1016/j.compgeo.2006.10.011

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