Damage to the Microstructure and Strength of Altered Granite under Wet–Dry Cycles
This paper presents an analytical method for surrounding rocks in symmetrically shaped tunnels or roadways, with the symmetrical rise and fall of groundwater over a certain period. The influence of reservoir water level on wet⁻dry cycles were studied. The changes in the microstructure and...
Main Authors: | Xuxin Chen, Ping He, Zhe Qin |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2018-12-01
|
Series: | Symmetry |
Subjects: | |
Online Access: | https://www.mdpi.com/2073-8994/10/12/716 |
Similar Items
-
Statistical Damage Model of Altered Granite under Dry-Wet Cycles
by: Xuxin Chen, et al.
Published: (2019-01-01) -
Investigation of Changes to Triaxial Shear Strength Parameters and Microstructure of Yili Loess with Drying–Wetting Cycles
by: Ruihua Hao, et al.
Published: (2021-12-01) -
Wetting-drying effect on the strength and microstructure of cement-phosphogypsum stabilized soils
by: Lingling Zeng, et al.
Published: (2024-03-01) -
Microstructure and Mechanical Properties of Expansive Clay under Drying–Wetting Cycle
by: Meng Zang, et al.
Published: (2023-06-01) -
Effect of Drying–Wetting Cycle and Vibration on Strength Properties of Granite Residual Soil
by: Jiarun Tang, et al.
Published: (2024-01-01)