Related Experiment Video
Updated: May 15, 2025

A Uniaxial Compression Experiment with CO2-Bearing Coal Using a Visualized and Constant-Volume Gas-Solid Coupling Test System
Published on: June 12, 2019
Uniaxial Compressive Failure Characteristics and Constitutive Modeling of Fractured Coal Mass Under Different Strain
Zihao Feng1, Haitao Li1, Xiaoshan Shi1
1Deep Mining and Rock Burst Research Institute, Chinese Institute of Coal Science, Beijing 100013, China.
Abstract:
To investigate the effects of different strain rates and fracture densities on the mechanical behavior of coal, CT scanning was employed to quantify fracture content in coal specimens. Uniaxial compression tests were conducted to analyze the mechanical characteristics of coal, followed by the establishment of a statistical damage constitutive model for fractured coal. The results demonstrate: (1) The compressive strength of coal specimens shows a positive correlation with increasing strain rate, while the elastic modulus exhibits an initial decrease followed by an upward trend. Compressive strength displays a negative correlation with fracture density. Under a strain rate of 0.001 s-1, the elastic modulus decreases significantly with increasing fracture density, whereas this trend becomes less pronounced at higher strain rates. Notably, compressive strength demonstrates greater sensitivity to fracture density variations. (2) Within the dynamic strain rate range of 0.001 s-1~0.05 s-1, the fractal dimension of fragmented coal particles ranges from 1.0 to 1.3. Both the average mass of ejected fragments and the mean fractal dimension of fractured particles increase progressively with strain rate elevation, indicating enhanced non-uniformity in particle size distribution. (3) Significant correlations exist between Weibull distribution parameters (F0, m) and strain rate/fracture density. A critical threshold emerges at 0.01 s-1 strain rate, where F0 and m exhibit opposite variation trends before and after this threshold. Similarly, a fracture density threshold between 0.3%~0.45% is identified, with F0 and m demonstrating contrasting evolution patterns below 0.3% and above 0.45% fracture density under increasing strain rates. (4) Based on the established relationships between Weibull parameters (F0, m), strain rate, and fracture density, the dynamic statistical damage constitutive model for coal was modified. A systematic methodology for determining parameters in the revised model was subsequently proposed.
Related Concept Videos
Behavior of Concrete Under Compressive Load
As the concrete specimen fractures under...
Stress-Strain Diagram - Brittle Materials
Elastic Strain Energy for Shearing Stresses
Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity
Normal Strain under Axial Loading
Fatigue

