Shear creep characterization of artificially prepared site soils
- DOI
- 10.2991/978-94-6463-435-8_11How to use a DOI?
- Keywords
- artificially prepared site soils; soil strength; shear creep; long-term strength
- Abstract
Site soils have been subjected to hundreds (thousands) of years of geologic action, and more and more problems related to deformation, strength, and stability have arisen. The creep properties and long-term strength properties of soil samples with a 90:10 ratio of loess to glutinous rice paste were analyzed by a combination of indoor tests and creep tests. The results show that: with the increase of dry density and vertical pressure, the creep deformation decreases, better resistance to external deformation, and improve the stability; with the increase of water content, the shear displacement is inversely proportional to the creep amount gradually increasing trend. It has certain reference value and practical significance for the protection of soil sites.
- 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.
Cite this article
TY - CONF AU - Xiuyu Ge AU - Zaiqiang Hu AU - Cheng Jin AU - Xi Yang AU - Tingxi Yang AU - Yi Wang AU - Yuxuan Wei AU - Chaochao Liu PY - 2024 DA - 2024/06/13 TI - Shear creep characterization of artificially prepared site soils BT - Proceedings of the 2024 5th International Conference on Civil, Architecture and Disaster Prevention and Control (CADPC 2024) PB - Atlantis Press SP - 87 EP - 94 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-435-8_11 DO - 10.2991/978-94-6463-435-8_11 ID - Ge2024 ER -