Related Experiment Video
Updated: Jun 10, 2025

High-pressure, High-temperature Deformation Experiment Using the New Generation Griggs-type Apparatus
Published on: April 3, 2018
Experimental and simulation investigation on failure characteristic of granite considering the effect of intermediate
Feiyue Sun1,2,3, Xiaobing Zhang1, Jiaqi Guo2
1School of Emergency Management, Henan Polytechnic University, Jiaozuo, 454003, China.
Abstract:
This study performs one-sided lateral unloading- and three-way five-sided force-vertical continuous loading experiments with different intermediate principal stresses (IPS) to investigate the effect of the IPS on deformation, strength, failure modes, and acoustic emission (AE) signals of rock and to elucidate the role of the IPS on the rock strength. The inoculation, occurrence, development, and failure of rockburst as well as the AE evolution characteristics are discussed. The findings indicate that the rockburst ejection includes localized ejections of particles, spalling of rocks into plates, shearing of rocks into fragments, and ejections of rock fragments. The formation mechanism of rockburst involves three progressive processes, i.e., tensile, shear, and tensile-shear composite destruction. The peak stress of sample increases with increasing IPS, while the deformation modulus decreases exponentially as the unloading progresses. The sample properties under true triaxial unloading condition with different IPS can be described by the Mogi-Coulomb criterion. The evolution curves of ringing impact ratio (C H) and cumulative absolute energy can be divided into four stages. The crystal-scale refined model that considers mineral components efficiently simulate the rockburst. The simulated stress-strain (SS) curves of samples are in good agreement with those obtained from laboratory tests.
More Related Videos
09:00Visualization of Failure and the Associated Grain-Scale Mechanical Behavior of Granular Soils under Shear using Synchrotron X-Ray Micro-Tomography
Published on: September 29, 2019
10:36Stress Distribution During Cold Compression of Rocks and Mineral Aggregates Using Synchrotron-based X-Ray Diffraction
Published on: May 20, 2018
Related Concept Videos
Principal Stresses: Problem Solving
Stress-Strain Diagram - Brittle Materials
Principal Stresses in a Beam
Analyzing principal stresses is crucial, especially in...
Principal Stresses
Tensile Strength Considerations of Concrete
The dimensions and shape of a concrete specimen...
Behavior of Concrete Under Compressive Load
As the concrete specimen fractures under...