Experimental Study on the Variation of Structural Strength of Undisturbed Loess
- DOI
- 10.2991/978-94-6463-793-9_93How to use a DOI?
- Keywords
- loess; structural strength; moisture content; vertical pressure
- Abstract
This paper separately studies the friction strength and cementation strength of loess skeleton. The carbonate, silt and coarse particles serving as the skeleton structure in loess are separated, and carbonate samples, silt samples and skeleton particle samples are made. Then, direct shear tests are conducted on the samples. The variation laws of loess structure strength, friction strength and cementation strength with moisture content and vertical pressure are studied, and the degree of influence of friction strength and cementation strength on loess structure strength is explored. The results show that the structure strength, friction strength and cementation strength of loess all decrease with the increase of moisture content; with the increase of moisture content and vertical pressure, the proportion of carbonate and silt cementation strength in the structure strength of loess gradually decreases, while the proportion of friction strength in the structure strength of loess gradually increases.
- Copyright
- © 2025 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.
Cite this article
TY - CONF AU - Zhihang Shi AU - Deren Liu PY - 2025 DA - 2025/07/28 TI - Experimental Study on the Variation of Structural Strength of Undisturbed Loess BT - Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025) PB - Atlantis Press SP - 1096 EP - 1110 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-793-9_93 DO - 10.2991/978-94-6463-793-9_93 ID - Shi2025 ER -