The Meso-Structural Characteristics of Crack Generation and Propagation during Rock Fracturing

• Published in: Minerals (Basel) Vol. 12; no. 1; p. 94
• Main Authors: Zhang, Yanbo, Gao, Guangyu, Yan, Shaohong, Yao, Xulong, Liu, Xiangxin, Liang, Peng, Xu, Yuedong
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.01.2022
• Subjects: Chemical reactions; Computed tomography; Crack propagation; crack propagation path; Crack tips; Cracks; Cyclic loading; Cyclic loads; Dimensions; Experiments; Fracture mechanics; Grains; Gravel; initial fracture source; Load; Medical imaging; meso-structure; Microcracks; Microscopy; Mineral composition; mineral particles; Minerals; Particle size; Porosity; Propagation; Rocks; Safety engineering; Scanning; Sediment samples; Shear strength; Shear stress; Spalling; Stress concentration; Tensile stress; Test systems; Tomography; Underground construction; Unloading
• ISSN: 2075-163X; 2075-163X
• DOI: 10.3390/min12010094

Meso-structure is an important factor affecting the characteristics of rock fracture. To determine the factors influencing the internal meso-structural characteristics upon the crack generation and extension, rock samples were tested under uniaxial cyclic loading and unloading and examined using computed tomography (CT) scanning. CT scanning was used to visualize and investigate the entire process of fracture source generation and its development in three dimensions, and finally the location information of the fracture source was determined. The mineral composition and structure along the fracture path inside the specimen were studied by using a polarizing microscope, and the evolution of fracture propagation around mineral particles was revealed based on its mineralogical characteristics. Results indicate that based on the fracture source around different rock meso-structure types, the initial fracture source can also be divided into different types, namely, the primary porosity type, the micro-crack type, and the mineral grain type. The strength characteristics of mineral grains can determine whether the crack extends around the gravel or through it. The hard grains at the crack-tip promote the transformation of tensile stress to shear stress, which lead to the change in the direction of crack extension and bifurcation. The spatial shape of the cracks after rock fracture is related to the initial distribution of minerals and is more complicated in areas where minerals are concentrated. The crack extension around gravel particles also generates a mode of failure, affecting large grains with gravel spalling from the matrix. The findings provide a study basis for identifying the potentially dangerous areas and provide early warning for the safety of underground engineering construction operations.