Study on the Creep Damage Characteristics of Shale under the Combined Action of Osmotic Pressure and Disturbance Load
In the in situ modified fluidized mining engineering, the surrounding rock of the shaft wall is prone to creep instability damage under the action of disturbance and seepage water pressure, which seriously affects the stability of the surrounding rock of the deep in situ modified fluidized mining. I...
Saved in:
Main Authors: | Junguang Wang, Qingrong Yu, Bing Liang, Zhangqing Xuan |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2021/9740302 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Study on Nonlinear Damage Creep Model for Rocks under Cyclic Loading and Unloading
by: Liangliang Zhang, et al.
Published: (2021-01-01) -
Effect of Osmotic Pressure on Migration Behavior of nZnO in GCLs
by: Ping Yang, et al.
Published: (2018-01-01) -
Energy Dissipation and Damage Evolution Characteristics of Shale under Triaxial Cyclic Loading and Unloading
by: Ziyun Li, et al.
Published: (2022-01-01) -
Experimental Investigations on Creep Behavior of Coal under Combined Compression and Shear Loading
by: Rongbin Hou, et al.
Published: (2021-01-01) -
Modeling the Viscoelastic Behavior of Quartz and Clay Minerals in Shale by Nanoindentation Creep Tests
by: Jianfeng Wang, et al.
Published: (2022-01-01)