Related Experiment Video
Updated: Apr 29, 2026

Kinematic History of a Salient-recess Junction Explored through a Combined Approach of Field Data and Analog Sandbox Modeling
Published on: August 5, 2016
Faulting of rocks in a three-dimensional stress field by micro-anticracks
H O Ghaffari1, M H B Nasseri1, R Paul Young1
1Department of Civil Engineering and Lassonde Institute, University of Toronto, Toronto, 170 College Street, M5S3E3, ON, Canada.
Abstract:
Nucleation and propagation of a shear fault is known to be the result of interaction and coalescence of many microcracks. Yet the character and rate of the microcracks' interactions, and their dependence on the three-dimensional stress state are poorly understood. Here we investigate formation of microcracks during sandstone faulting under 3D-polyaxial stress fields by analyzing multi-stationary acoustic waveforms. We show that in a true three-dimensional stress state (a) faulting forms in a orthorhombic pattern, and (b) the emitted acoustic waveforms from microcracking carry a shorter rapid slip phase. The later is associated with microcracking that dominantly develops parallel to the minimum stress direction. Our results imply that due to inducing the micro-anticracks, the three-dimensional (3D) stress state can quicken dynamic weakening and rupture propagation by a factor of two relatively to simpler stress states. The results suggest a new nucleation mechanism of 3D-faulting with implications for earthquakes' instabilities, as well as the understanding of avalanches associated with dislocations.
Related Concept Videos
Microcracking in Concrete
Elastic Strain Energy for Shearing Stresses
Three-Dimensional Analysis of Strain
Imperfections in Crystal Structure: Point, Line and Plane Defects
Stress-Strain Diagram - Brittle Materials
Behavior of Concrete Under Compressive Load
As the concrete specimen fractures under...

