Deformation mechanism and treatment effect of deeply excavated expansive soil slopes with high groundwater level: Case study of MR-SNWTP, China

Author:

Hu Jiang,Li Xing

Funder

Special Funds for the Basic Research and Development Program in the Central Non-profit Research Institutes of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference43 articles.

1. Numerical study on stability of lignosulphonate-based stabilized surficial layer of unsaturated expansive soil slope considering hydro-mechanical effect;Ijaz;Tran Geotech,2022

2. Analysis of shallow landslide mechanism of expansive soil slope under rainfall: a case study;Liang;Arab J Geosci,2021

3. Performance evaluation of a highway slope on expansive soil in Mississippi;Khan;Int J Geomech,2022

4. Influence of dilatancy behavior on the numerical modeling and prediction of slope stability of stabilized expansive soil slope;Ikeagwuani;Arab J Sci Eng,2022

5. Role of expansive soil and topography on slope failure and its countermeasures, Yun county;Jiang;China Eng Geol,2013

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