| Issue |
E3S Web Conf.
Volume 375, 2023
8th International Conference on Energy Science and Applied Technology (ESAT 2023)
|
|
|---|---|---|
| Article Number | 01056 | |
| Number of page(s) | 7 | |
| Section | Fossil Energy & Geological Engineering | |
| DOI | https://doi.org/10.1051/e3sconf/202337501056 | |
| Published online | 27 March 2023 | |
Research Progress on Stability Analysis Methods of Granite Residual Soil Slope
1
Guangzhou Environmental Services Co., LTD.,
Guangzhou 510000, China
2
School of Civil and Transportation Engineering, Guangdong University of Technology,
Guangzhou, Guangdong 510006, China
Based on the instability and failure of granite residual soil slope, this paper will introduce the stability of granite residual soil slope from theoretical research, indoor and outdoor simulation tests, and numerical analysis. Based on the review of previous work and the latest research results, the stability analysis of granite residual soil slope is discussed, and the main influencing factors of granite residual soil slope instability are summarized. The main factors are: its own disintegration property; The degree of microcracks in its internal structure.
Key words: Granite residual soil / Slope instability / Theoretical research / Indoor and outdoor simulation test / Numerical analysis / influence factor
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0/).
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