journal article·2025-07Open access

Experimental study on the evolution of 3D surface flaws under true triaxial stress state

Zhuorui Wu, Jie Wang, Shuxin Deng, Zhen Wang, Yubao Zhou, Bozhi Deng

Abstract

The true triaxial stress are typical stress state in the deep underground. 3D surface flaws, one of the most common type of flaws, extensively existed in the rocks. Therefore, the study on evolution of the 3D surface flaw under true triaxial stress is crucial to determine the fracture behaviors of the rock in some deep underground spaces. Gypsum, as a rock-like material, has been extensively used in studies of crack initiation and propagation. In this study, we prefabricate a pair of 3D surface flaws at 45° in the cubic gypsum specimen and investigates the effect of the intermediate principal stress on initiation and peak stresses (characteristic stress thresholds) of flaws and crack propagation patterns of 3D surface flaws parallel to the intermediate principal stress. The true triaxial apparatus and acoustic emission (AE) technique were used to test and monitor the mechanical behaviors of the samples. The internal crack propagation pattern was observed by X-ray CT scan. The results demonstrate that the intermediate principal stress strongly affects crack patterns but has a limited influence on characteristic stress thresholds. Both the intermediate and minimum principal stresses affect the difference in the crack peak and initiation stress, which elucidates how the true triaxial stress affects the fracture behavior of the specimen. Additionally, the intermediate principal stress effect on characteristic stresses is closely related to the magnitude of minimum principal stress. When the magnitude of minimum principal stress is small, with the rising intermediate principal stress, the characteristic stresses increase slowly. When the magnitude of minimum principal stress is large, the intermediate principal stress almost has no effect on characteristic stresses. The surface wing cracks and anti-wing cracks initiate from the flaw when the magnitude of intermediate principal stress is relatively small. With the intermediate principal stress increasing, the surface crack propagation pattern is shift from tensile crack to shear crack. Through the CT image reconstruction technique, the propagation patterns of the inner tips of single 3D surface flaw were illustrated in this paper. It is observed that the large intermediate principal stress can restrict the crack wrapping and even make the internal flaw propagation patterns same with that on the specimen surface, providing insights into the validity of simplifying 3D flaws as 2D flaws for analyzing and computing crack propagation.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Rock Mechanics and Modeling · Mechanical Behavior of Composites · High-Velocity Impact and Material Behavior

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (41)

Show source-provided references
1. Effect of the intermediate principal stress on pre-peak damage propagation in hard rock under true triaxial compression10.1007/s00603-022-02981-x ↗
2. An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression10.1016/j.ijsolstr.2010.12.001 ↗
3. Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression10.1016/j.ijrmms.2008.03.006 ↗
4. Crack coalescence in molded gypsum and carrara marble: part 2—microscopic observations and interpretation10.1007/s00603-008-0003-3 ↗
5. Crack initiation, propagation and coalescence from frictional flaws in uniaxial compression10.1016/j.engfracmech.2010.06.027 ↗
6. Coalescence of multiple flaws in a rock-model material in uniaxial compression10.1016/S1365-1609(02)00027-8 ↗
7. Cracking processes in rock-like material containing a single flaw under uniaxial compression: a numerical study based on parallel bonded-particle model approach
8. Experimental investigation on mechanical properties and failure mechanism of rock-like specimens containing an arc-shaped ice-filled flaw under uniaxial compression10.1016/j.tafmec.2022.103368 ↗
9. The dynamic tensile strength prediction model and tensile behavior of concrete considering pores based on the impact splitting tensile test
10. Fracture coalescence in rock-type materials under uniaxial and biaxial compression10.1016/S0148-9062(98)00005-9 ↗
11. Crack growth under biaxial compression10.1016/S0013-7944(02)00015-2 ↗
12. Experimental study on cracking behaviors of coarse and fine sandstone containing two flaws under biaxial compression10.1111/ffe.13771 ↗
13. Experimental study on mechanical behavior of brittle marble samples containing different flaws under uniaxial compression10.1016/j.engfracmech.2009.04.005 ↗
14. Experimental investigation on strength and failure behavior of pre-cracked marble under conventional triaxial compression10.1016/j.ijsolstr.2008.04.023 ↗
15. Investigation on mechanical behaviors of sandstone with two preexisting flaws under triaxial compression10.1007/s00603-015-0757-3 ↗
16. An experimental study on failure mechanical behavior and cracking mechanism of rectangular solid sandstone containing two non-coplanar fissures under conventional triaxial compression10.1016/j.tafmec.2021.102975 ↗
17. Micromechanics based discrete damage model with multiple non-smooth yield surfaces: theoretical formulation, numerical implementation and engineering applications
18. Progressive failure characteristics and energy accumulation of granite with a pre-fabricated fracture during conventional triaxial loading10.1016/j.tafmec.2021.103219 ↗
19. Multiscale fracture characteristics and failure mechanism quantification method of cracked rock under true triaxial compression10.1016/j.engfracmech.2022.108257 ↗
20. Influence of intermediate principal stress on rock strength: insights from closed crack evolution under true triaxial compression10.1016/j.tafmec.2024.104786 ↗
21. Effects of 2D&3D nonparallel flaws on failure characteristics of brittle rock-like samples under uniaxial compression: Insights from acoustic emission and DIC monitoring
22. Experimental investigation of fracture behavior of rock-like materials containing 3D embedded flaws subjected to direct and unloading normal stress shear action10.1007/s10064-022-02750-8 ↗
23. Analysis of fracture damage zone in anisotropic granitic rock using 3D X-ray CT scanning techniques10.1007/s10704-010-9551-0 ↗
24. Evaluation of 3D deformation field in siltstone with a pre-existing 3D surface flaw under uniaxial compression using X-ray computed tomography and digital volumetric speckle photography10.1016/j.measurement.2021.110484 ↗
25. Damage progression and acoustic emission in brittle failure of granite and sandstone10.1016/j.ijrmms.2021.104789 ↗
26. Identifying accurate crack initiation and propagation thresholds in siliceous siltstone and limestone10.1007/s00603-020-02277-y ↗
27. Damage stress and acoustic emission characteristics of the Beishan granite10.1016/j.ijrmms.2013.09.003 ↗
28. The 3D numerical simulation for the propagation process of multiple pre-existing flaws in rock-like materials subjected to biaxial compressive loads10.1007/s00603-015-0867-y ↗
29. Volumetric fracturing behavior of 3D printed artificial rocks containing single and double 3D internal flaws under static uniaxial compression10.1016/j.engfracmech.2018.11.030 ↗
30. An experimental study of the mechanical and fracturing behavior in PMMA specimen containing multiple 3D embedded flaws under uniaxial compression10.1016/j.tafmec.2019.03.002 ↗
31. Uniaxial strength and failure in sandstone containing a pre-existing 3-D surface flaw10.1007/s10704-015-0032-3 ↗
32. The 3D-crack growth mechanism of brittle material under 3D compression10.4028/www.scientific.net/KEM.353-358.1181 ↗
33. Effect of the intermediate principal stress on 3-D crack growth10.1016/j.engfracmech.2018.10.024 ↗
34. Intermediate principal stress effects on the 3D cracking behavior of flawed rocks under true triaxial compression10.1007/s00603-024-03777-x ↗
35. A novel mogi type true triaxial testing apparatus and its use to obtain complete stress-strain curves of hard rocks10.1007/s00603-015-0875-y ↗
36. Compression-induced failure characteristics of brittle flawed rocks: mechanical confinement-dependency10.1016/j.tafmec.2024.104678 ↗
37. The effect of the intermediate principal stress on fault formation and fault angle in siltstone10.1016/j.jsg.2009.08.017 ↗
38. Fracture evolution analysis of rock bridges in hard rock with nonparallel joints in true triaxial stress states10.1007/s00603-022-03117-x ↗
39. Crack initiation of granite under uniaxial compression tests: a comparison study10.1016/j.jrmge.2019.07.014 ↗
40. Study on crack initiation and damage stress in sandstone under true triaxial compression10.1016/j.ijrmms.2018.04.019 ↗
41. True triaxial stresses and the brittle fracture of rock10.1007/s00024-006-0065-7 ↗