Study on the Shear Resistance Characteristics of Landslide Deposits in Southwest China

DOI

10.2991/978-94-6463-398-6_21How to use a DOI?

Keywords

Landslide; Deposit; Shear Strength

Abstract

This paper compiles and organizes in-situ tests from publicly available literature pertaining to deposit strata in Southwest China. A database was constructed, encompassing shear strength parameters, water content, particle size distribution, and sample size. Based on this database, the overall distribution pattern of deposit shear strength was analyzed. The probability density functions for cohesion and internal friction angle are presented both formulaically and tabulated. This study also delves into the variations in in-situ shear strength of deposits concerning water content, soil density, and particle size distribution. The research findings provide valuable theoretical insights for the prevention and treatment of landslides in the deposit regions of Southwest China.

Copyright

© 2024 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Zelin Zhou
AU  - Jiaming Zheng
AU  - Kai Wang
AU  - Maoyi Liu
PY  - 2024
DA  - 2024/04/24
TI  - Study on the Shear Resistance Characteristics of Landslide Deposits in Southwest China
BT  - Proceedings of the 2023 5th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2023)
PB  - Atlantis Press
SP  - 210
EP  - 220
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-398-6_21
DO  - 10.2991/978-94-6463-398-6_21
ID  - Zhou2024
ER  -