Physical Model Test Study of the Relationship Between Loess Landslide and Rainfall
Author(s): |
Jiaming Han
|
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | The Open Civil Engineering Journal, March 2016, n. 1, v. 9 |
Page(s): | 968-973 |
DOI: | 10.2174/1874149501509010968 |
Abstract: |
Launching research has important theoretical and practical value on model test study of the relationship between loess landslide and rainfall. According to the monitoring data of model test of loess slope, formula expression of safety factor has been fitted on landslide. Firstly, the loess slope damage process was monitored at different rainfall intensity, rainfall duration through rainfall landslide model tests. Secondly, some parameters were determined by laboratory tests, such as loess unit weight, moisture content, shear strength. Thirdly, the relational expression was fitted between moisture and rainfall intensity, rainfall duration, cohesion, internal friction angle, unit weight. Finally, moisture content being an intermediate variable, the expression was got between landslide safety factor and rainfall intensity, rainfall duration. |
Copyright: | © 2016 Jiaming Han |
License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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30/12/2018 - Last updated on:
02/06/2021