Related Experiment Video
Updated: Sep 3, 2025

Mechanoluminescent Visualization of Crack Propagation for Joint Evaluation
Published on: January 6, 2023
Study on the Initiation of Interface Crack in Rock Joints
Xin Chen1, Wei Gao1, Shuangshuang Ge1
1Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China.
This study introduces a new criterion for predicting rock joint interface crack initiation. The model accurately forecasts crack behavior, considering factors like cohesion and friction angle.
Area of Science:
- Geotechnical Engineering
- Rock Mechanics
- Fracture Mechanics
Background:
- Interfacial fracture in rock joints is a critical yet often overlooked aspect of jointed rock engineering.
- Understanding these fractures is essential for the stability and safety of rock structures.
Purpose of the Study:
- To propose a novel interface crack model for rock joints.
- To establish a reliable fracture criterion for predicting interface crack initiation.
Main Methods:
- Developed an interface crack model for rock joints.
- Analyzed stress intensity factor ratios to determine fracture modes.
- Established an interface fracture criterion incorporating the Mohr-Coulomb criterion and T-stress.
- Validated the criterion through laboratory and numerical testing.
Main Results:
- The proposed fracture criterion accurately predicts interface crack initiation.
- Increased cohesion (c) leads to a significant rise in mode II fracture toughness (KII).
- Relative critical size (α) has a greater impact than friction angle (φ) on crack initiation when mode I stress intensity factor (|KI|) is low.
Conclusions:
- The developed fracture criterion provides a robust method for predicting rock joint interface crack initiation.
- The study highlights the significant influence of cohesion, friction angle, and relative critical size on crack behavior.
More Related Videos
05:30Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation
Published on: September 29, 2019
07:37Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method
Published on: January 16, 2019
Related Concept Videos
Microcracking in Concrete
Types of Non-structural Cracks in Concrete
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
Structural Joints: Fibrous Joints
Suture
All the bones of the skull, except for the mandible, are joined to each other by a fibrous joint called a suture. The fibrous connective tissue found at a suture strongly unites the adjacent skull bones and thus helps to protect the brain and form the face. In...
Mortar Joint Deterioration in Masonry
The...
Design Example: Joints in Concrete Pavements
Contraction joints are typically formed by sawing a groove into the concrete shortly after it has hardened. This creates a weakened vertical plane, deliberately encouraging cracking at...
Expansion and Contraction in Masonry Walls
To...