Deformation and Strength of Unsaturated Loess—Hydraulic Coupling Effects under Loads
The volumetric change in unsaturated loess during loading causes serious damage to the foundation and structure, accompanied by changes in hydraulic conditions. Therefore, quantifying the change in the load effect of loess under hydraulic coupling is of great significance for revealing the mechanism...
Main Authors: | Hao Chai, Xi’an Li, Biao Qin, Weiping Wang, Mani Axel |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2024-03-01
|
Series: | Water |
Subjects: | |
Online Access: | https://www.mdpi.com/2073-4441/16/7/997 |
Similar Items
-
Deformation, strength and water variation characteristics of unsaturated compacted loess
by: Xiao Xie, et al.
Published: (2022-06-01) -
A calculation method for the bearing capacity of saturated soil under undrained conditions
by: SONG Er-xiang, et al.
Published: (2021-11-01) -
The Dynamic Response of Unsaturated Clean Sand at a Very Low Frequency
by: Rini Kusumawardani, et al.
Published: (2016-01-01) -
Effect of soil characteristics and wind erosion on hydraulic structures of Sistan River
by: Hamid reza Soloki, et al.
Published: (2019-03-01) -
Hydraulic path dependence of shear strength for compacted loess
by: Pan Chen, et al.
Published: (2023-07-01)