Evolution of the Fracture Characteristics in a Rockburst under Different Stress Gradients

Author:

Yang Shuaidong,Gao Yueming,Liu XiqiORCID,Wang Gang,Song Leibo,Bao Chunyan

Abstract

The variation in principal stress ratio and principal stress direction deflection caused by the stress gradient distribution of surrounding rock is one of the reasons leading to different types of strain rockbursts. Two typical rockburst failure modes of brittle gypsum debris are discussed based on the study of the macroscopic and microscopic appearance morphologies under different stress gradients. Based on the acoustic emission characteristic parameter analysis of the Gaussian mixture model (GMM), the evolution of internal crack propagation and the fracture mechanism during the rockburst under different stress gradients were explored. The results are as follows: (1) The generation and intensity of rockburst are related to the loading stress gradient. The larger the stress gradient, the more significant the dynamic phenomenon during the rockburst process. (2) There are obvious differences in the morphology and arrangement of crystals on the fracture surface of rockburst debris under different stress loading paths. The brittle fracture of debris can be divided into flake debris dominated by intergranular tensile fracture and massive debris dominated by transgranular shear fracture. (3) The AE characteristic parameter classification method based on the GMM has good applicability in crack classification. With an increase in the loading stress gradient, the proportion of the shear crack increases gradually, which is the main reason for the enhancement of the rockburst intensity.

Funder

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference27 articles.

1. A critical review on the developments of rock support systems in high stress ground conditions;Int. J. Rock Mech. Min.,2020

2. A comparative evaluation of stress–strain and acoustic emission methods for quantitative damage assessments of brittle rock;Rock Mech. Rock Eng.,2015

3. Knowledge-based and data-driven fuzzy modeling for rockburst prediction;Int. J. Rock Mech. Min.,2013

4. Discussions on rockburst and dynamic ground support in deep mines;J. Rock Mech. Geotech.,2019

5. Reflections on Bayesian Network models for road tunnel safety design: A case study from Norway;Tunn. Undergr. Sp. Technol.,2014

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