Abstract
In recent years, landslide disasters occur frequently, making the evaluation of the susceptibility of landslide hazards a major difficulty and hot topic in current research. At present, the research mainly focuses on using statistical model or information model to analyze landslide disaster, but the accuracy is not high. In this study, the combination of Limit Equilibrium Slice Method and Finite Element Method is used to model the landslide and analyze the stability of soil landslide under complex conditions. On this basis, taking a typical soil landslide in a village of Shaanxi Province as the research area, combined with multi-source geological data, the possible landslide mass and slip surface under the condition of continuous rainfall are obtained, which provides effective technical support for landslide disaster prediction and prevention planning.
National Key R&D Program of China (2016YFC0803107).
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Yang, M., Xie, Y. (2022). Method of the Stability of Soil Landslide Under the Condition of Continuous Rainfall. In: Wang, L., Wu, Y., Gong, J. (eds) Proceedings of the 7th China High Resolution Earth Observation Conference (CHREOC 2020). CHREOC 2020. Lecture Notes in Electrical Engineering, vol 757. Springer, Singapore. https://doi.org/10.1007/978-981-16-5735-1_3
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DOI: https://doi.org/10.1007/978-981-16-5735-1_3
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