Material point method-based two-dimensional cohesive-frictional slope stability analysis charts considering depth coefficient effect-Reference-Cited by-同舟云学术

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Material point method-based two-dimensional cohesive-frictional slope stability analysis charts considering depth coefficient effect

Published:2022-04-26 Issue:5 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:

Zhang Peng,Liu Lei-Lei,Zhang Shao-He,Cheng Yung-Ming,Wang Bin

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-022-02695-y.pdf

Reference91 articles.

1. Airey DW, Ghorbani J (2021) Analysis of unsaturated soil columns with application to bulk cargo liquefaction in ships. Comput Geotech 140:104402

2. Andersen S, Andersen L (2010) Modelling of landslides with the material-point method. Computat Geosci 14(1):137–147

3. Bai B, Yuan W, Li XC (2014) A new double reduction method for slope stability analysis. J Cent South Univ 21(3):1158–1164

4. Bardenhagen S, Kober E (2004) The generalized interpolation material point method. CEMS-Comput Model Eng 5(6):477–496

5. Bell JM (1966) Dimensionless parameters for homogeneous earth slopes. J Soil Mech Found Div 92(5):51–65

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