Transient stability analysis method and sensitivity study of unsaturated soil slopes under consideration of rainfall conditions-Reference-Cited by-同舟云学术

Transient stability analysis method and sensitivity study of unsaturated soil slopes under consideration of rainfall conditions

Published:2021-06 Issue:12 Volume:14 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Zhao Ya

Funder

a grant from the Hunan Postgraduate Research Innovation Project

Scientific research subject of Hunan Provincial Education Department

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://link.springer.com/content/pdf/10.1007/s12517-021-07514-4.pdf

Reference18 articles.

1. Chen S (1997) A method for analysing the stability of soil slopes taking into account the effects of infiltration and evaporation. Rock Soil Mech 02:8–12

2. Chen S, Chen S (2001) Analysis of stability of unsaturated soil slope due to permeation of rainwater. Rock Soil Mech 22(4):447–450

3. Chen Z, Jian W (2006) Sensitivity grey correlation analysis of factors influencing slope stability. Journal of Disaster Prevention and Mitigation Engineering 04:473–477

4. Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley

5. Fredlund DG, Morgenstern NR, Widger RA (1978) The shear strength of unsaturated soils. Can Geotech J 15(3):313–321

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