Article
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Preserved in Portico This version is not peer-reviewed
Improved Slice Method for Slope Stability Analysis under Load
Version 1
: Received: 28 January 2021 / Approved: 29 January 2021 / Online: 29 January 2021 (06:04:08 CET)
How to cite: Sun, Y. Improved Slice Method for Slope Stability Analysis under Load. Preprints 2021, 2021010600. https://doi.org/10.20944/preprints202101.0600.v1 Sun, Y. Improved Slice Method for Slope Stability Analysis under Load. Preprints 2021, 2021010600. https://doi.org/10.20944/preprints202101.0600.v1
Abstract
The load on the top of a slope is an important cause of slope failure, and it is of great significance to study the relationship between the load and the stability of the slope. This paper uses elastic theory and Moore Coulomb's theory as transformation conditions to obtain the slope stability coefficient expression under slope top load based on the Swedish slice method. In view of the actual engineering, the corresponding slope model structure was established, and 5 sliding surfaces were set with the crack on the top of the slope as the shear outlet. According to the slope stability coefficient expression, the stability coefficient of the set sliding surface is solved. The result shows that the slope is unstable under the load. The judgment result is consistent with the GEO-STUDIO check calculation result. This method can provide reference for theory and engineering practice.
Keywords
loess slope; shallow landslide;Slice method; Moore Coulomb theory; slope stability coefficient
Subject
Engineering, Civil Engineering
Copyright: This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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