Effect of Morphology Parameter Determination on Contact Behavior of Rock Joints under Compressive Loading
The closure behavior of rock joints is of critical importance to the study of hydromechanical behaviors and geophysical properties of jointed rock masses. Theoretical contact models, used to predict the relations of normal stress versus closure deformation, rely on morphology parameters of rock join...
Saved in:
Main Authors: | Feng Tian Tang, Zhi Cheng Tang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/6669422 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Loading-Rate Dependence of Rocks in Postfailure Region under Triaxial Compression
by: Yang Tang, et al.
Published: (2018-01-01) -
Experimental Research on Internal Behaviors of Caved Rocks under the Uniaxial Confined Compression
by: Yu-jiang Zhang, et al.
Published: (2017-01-01) -
Loading History Effect on Stress Relaxation of Rock Joints
by: Guanghui Tian, et al.
Published: (2021-01-01) -
Study on Mechanical Model for Postpeak Shear Behavior of Rock Joints Based on Degradation Characteristics of the 3D Morphology
by: Juan Liu, et al.
Published: (2024-01-01) -
Crack propagation and CT imaging of internal cracks in rocks damaged by pre-compression under explosive loading
by: Qiangqiang Zheng, et al.
Published: (2025-03-01)