Macro-meso failure mechanism and strength criterion of frozen weakly cemented sandstone under triaxial unloading
IntroductionIn the excavation engineering of tunnels and mines in the western cold region, the unloading failure zone is mainly caused by stress release. This study aimed to investigate the deformation and failure mechanism of frozen weakly cemented sandstone (FWCS) when the initial principal stress...
Saved in:
Main Authors: | Qinghai Deng, Hao Fu, Junchao Wang, Xiaobiao An, Xianzhou Lyu |
---|---|
Format: | Article |
Language: | English |
Published: |
Frontiers Media S.A.
2025-01-01
|
Series: | Frontiers in Earth Science |
Subjects: | |
Online Access: | https://www.frontiersin.org/articles/10.3389/feart.2024.1518849/full |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Effects of inclination angle and unloading rate of confining pressure on triaxial unloading-induced slip behaviors of shale fractures
by: Zhe Yuan, et al.
Published: (2025-02-01) -
Study on mechanical properties of sandstone damaged by blasting load under triaxial cyclic loading and unloading
by: Haibo Wang, et al.
Published: (2025-01-01) -
Research on Characteristics of Unloading Zone at Lower Dam Site of Banda Hydropower Station
by: HE Shutao, et al.
Published: (2020-01-01) -
Rock fracture mode and acoustic emission characteristics under true triaxial single-sided unloading path
by: Longpei Ma, et al.
Published: (2025-02-01) -
Research on acoustic emission precursor characteristics of coal sample unloading failure based on discrete wavelet analysis
by: Shaojie Ma, et al.
Published: (2024-12-01)