Triaxial Compression Fracture Characteristics and Constitutive Model of Frozen–Thawed Fissured Quasi-Sandstone
The artificial frozen wall crossing the water-rich sand layer is prone to failure during thawing. To study the loading fracture characteristics and damage evolution of single-fissured sandstone after thawing, quasi-sandstones with prefabricated single fissure at different angles were prepared using...
Main Authors: | Yi Xie, Jianxi Ren, Tailang Caoxi, Xu Chen, Mengchen Yun |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-06-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/12/13/6454 |
Similar Items
-
Fracture Mechanism and Damage Constitutive Model of Freeze–Thaw Fissured Granite Subjected to Fatigue Loading
by: Mengchen Yun, et al.
Published: (2024-07-01) -
Research on triaxial compressive mechanical properties and damage constructive model of post-thawing double-fractured quasi-sandstones with different angles
by: Meng-Chen Yun, et al.
Published: (2024-07-01) -
Crack Failure Characteristics of Different Rocks Under the Action of Frost Heaving of Fissure Water
by: Guangze Zhang, et al.
Published: (2020-02-01) -
Experimental Study on Deformation and Damage Evolution of Cracked Red Sandstone Under Freeze–Thaw Cycles
by: Xize Han, et al.
Published: (2024-11-01) -
Effect of Fissure Penetration Degrees on Spalling Process and Feature of Surrounding Rock in Rectangular Tunnel Under True Triaxial Loading
by: Jie Zhang, et al.
Published: (2025-03-01)