A vector sum analysis method for stability evolution of expansive soil slope considering shear zone damage softening-Reference-Cited by-同舟云学术

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A vector sum analysis method for stability evolution of expansive soil slope considering shear zone damage softening

Published:2024-06 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Yan Junbiao^ORCID,Kong Lingwei^ORCID,Chen Cheng,Guo Mingwei

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference78 articles.

1. Hydraulic and volume change behaviors of compacted highly expansive soil under cyclic wetting and drying;Abbas;J. Rock Mech. Geotech. Eng.,2023

2. Stabilization of expansive soils using chemical additives: a review;Barman;J. Rock Mech. Geotech. Eng.,2022

3. The use of the slip circle in the stability analysis of slopes;Bishop;Geotechnique,1955

4. Stability Prediction of Excavated Expansive Soil Slope;Cai,2015

5. Engineering Geology of Expansive Soil in the Middle Route of the South-To-North Water Diversion Project;Cai,2016

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