A Simple Evaluation Method of Slope Safety under Rainfall Based on Experiments of Infiltration into Soil Column
- Authors: Li B.1, Chen Y.1, Xu J.1, Kong Q.1
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Affiliations:
- Research Institute of Geotechnical Engineering, Hohai University
- Issue: Vol 55, No 4 (2018)
- Pages: 215-222
- Section: Soil Mechanics
- URL: https://journals.rcsi.science/0038-0741/article/view/244177
- DOI: https://doi.org/10.1007/s11204-018-9528-y
- ID: 244177
Cite item
Abstract
Slopes are vulnerable to landslides, particularly under the process of infiltration. Considering the process of infiltration, we produced a modified Green-Ampt model, in which the new parameter of water content at the wetting front was introduced. We experimentally determined this parameter, which proved to be a constant and with ponding water was 1.7 times higher. We combined the improved model and experiments with a traditional limit equilibrium method, and this simplified method was applied to calculate a safety factor, which can be used to dynamically evaluate the slopes and provide new insights into design.
About the authors
Bingyi Li
Research Institute of Geotechnical Engineering, Hohai University
Email: smfe@mail.ru
China, Nanjing
Yonghui Chen
Research Institute of Geotechnical Engineering, Hohai University
Email: smfe@mail.ru
China, Nanjing
Jie Xu
Research Institute of Geotechnical Engineering, Hohai University
Email: smfe@mail.ru
China, Nanjing
Qingdong Kong
Research Institute of Geotechnical Engineering, Hohai University
Email: smfe@mail.ru
China, Nanjing
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