Parameter Susceptibility Analysis of the Shimen Landslide (Liaoning Province, China)
- Autores: Tao Y.1, Xue Y.1, Li S.1, Qiu D.1, Li Z.1, Zhang K.1
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Afiliações:
- ShanDong University
- Edição: Volume 56, Nº 1 (2019)
- Páginas: 7-11
- Seção: Soil Mechanics
- URL: https://journals.rcsi.science/0038-0741/article/view/244211
- DOI: https://doi.org/10.1007/s11204-019-09562-1
- ID: 244211
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Resumo
GEO-SLOPE software was used to evaluate each parameter's contribution to the Shimen landslide susceptibility by single characteristic factor analysis. The research shows that the internal friction angle of the rock and soil mass have the greatest effect on the slope stability coefficient. Based on their effect on the slope stability, the most important parameters for landslide susceptibility, ranked in descending order, are the groundwater level, the cohesion, and the density of the quartzite. These research results can serve as a guide for future research on landslide control.
Sobre autores
Yufan Tao
ShanDong University
Email: xieagle@sdu.edu.cn
República Popular da China, Jinan
Yiguo Xue
ShanDong University
Autor responsável pela correspondência
Email: xieagle@sdu.edu.cn
República Popular da China, Jinan
Shucai Li
ShanDong University
Email: xieagle@sdu.edu.cn
República Popular da China, Jinan
Daohong Qiu
ShanDong University
Email: xieagle@sdu.edu.cn
República Popular da China, Jinan
Zhiqiang Li
ShanDong University
Email: xieagle@sdu.edu.cn
República Popular da China, Jinan
Kai Zhang
ShanDong University
Email: xieagle@sdu.edu.cn
República Popular da China, Jinan
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