Mechanical characteristics of single cracked limestone in compression-shear fracture under hydro-mechanical coupling. (June 2022)

• Record Type: Journal Article
• Authors: Liu, Qiang; Zhao, Yanlin; Tang, Liming; Liao, Jian; Wang, Xiaguang; Tan, Tao; Chang, Le; Luo, Shilin; Wang, Min
• Is Part Of: Theoretical and applied fracture mechanics. Volume 119(2022)
• Publication Date: 2022-06
• Subjects: Rock fracture mechanics -- Hydro-mechanical coupling -- Single cracked limestone -- Compression-shear fracture -- Crack initiation stress; Fracture mechanics -- Periodicals; 620.1126
• DOI: 10.1016/j.tafmec.2022.103371
• Languages: English
• ISSNs: 0167-8442

Abstract

Highlights: An unique double-stress peak-type nature of the deviatoric stress–strain curve of the single-cracked limestone was found. The effect of crack inclination angle β on the equivalent crack stress intensity factor K e and mixing factor M e was obtained. A single-cracked limestone initiation model for hydro-mechanical coupling is proposed to predict the relationship between the initiation stress σ c i and the crack inclination angle β and water pressure P . Abstract: This paper creates single cracked specimens by the prefabricated crack in the middle of a standard cylindrical specimen of limestone. The MTS815 rock mechanics test system was used to perform conventional triaxial compression tests on single cracked limestone specimens under different confining pressures and water pressures. The theory of linear elastic fracture mechanics is used, the fracture mode of single-cracked limestone is analyzed and the rock compression-shear fracture criterion under hydro-mechanical coupling is deduced and verified experimentally. The results show that the deviatoric stress–strain curve of single-cracked limestone has a unique double stress peak behavior of high front and low back (crack inclination angle β = 15°) and low front and high back (crack inclination angle β = 45°). The crack initiation stress and peak strength of single crack limestone show a significant decreasing trend with increasing water pressure and increasing with increasing confining pressure. The highest values of crack initiation stress and peak strength for specimens with crack inclination angle β = 75°, secondary for specimens with β = 15° and smallest for specimens with β = 45° under the same confining pressure and water pressure. Based on the fracture mechanics theories, the stress intensity factor of open crack and open crack closed by force increases with the increase of water pressure. The effective stress intensity factor and mixing factor increase with the increase of the crack inclination angle. In addition, the advantage angle β m is detected to be related to the friction coefficient of the crack surface, and the range of values of the advantage angle of the open crack subjected to pressure to closure is obtained to vary between 45° and 67.5°. Additionally, the advantage angle for the open crack is 45°, which indicates that the specimen crack inclination angle with β = 45° is the easiest to initiate cracking, and the conclusion is in concordance with the test results.