Mode I Microscopic Cracking Process of Granite Considering the Criticality of Failure

Mo, Chengkang1,2; Zhao, Junliang3; Zhang, Dongxiao3,4

2023-10-01

10.1029/2023JB027040

JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH   Impact Factor & Quartile

2169-9313

2169-9356

Rock failure under tensile loading conditions is significant for rock engineering stability and underground energy development. However, a comprehensive understanding of the rock cracking process and the corresponding failure pattern at microscale remains unclear. Therefore, the cracking process and the damage evolution of rock and their underlying mechanisms were systematically investigated. In this study, the fracture behavior of granite was examined by performing mode I fracture tests. For extensive analysis of the cracking process, the cracks were captured in real-time by scanning electron microscope, and the two fracture toughnesses of the double-K model were evaluated. Subsequently, fracture morphologies of the post-failure specimens were analyzed to further investigate the cracking mechanisms. The experimental results indicated the following: (a) the propagated direction of cracks was controlled by the fracture toughness of mineral grains and grain boundaries; and (b) the ratio of the two fracture toughnesses was correlated with fracture tortuosity. Furthermore, two damage modes of granite were found: catastrophic failure and non-catastrophic failure modes. The former showed precursory behavior prior to catastrophic failure, while the latter did not. The underlying mechanisms of damage modes were revealed as follows: (a) the increased degree of heterogeneity caused by mineral composition complexity led to the early arrival of precursors; and (b) the occurrence of catastrophic or non-catastrophic failure mode was determined by the difference in grain-scale heterogeneity. Our results found at microscale also have implications for understanding the macroscopic failure process of rocks.

SCI

English

NI Journal Papers

Corresponding

This work is partially funded by the National Natural Science Foundation of China (Grant 52288101), the National Center for Applied Mathematics Shenzhen (NCAMS), and the Shenzhen Key Laboratory of Natural Gas Hydrates (Grant ZDSYS20200421111201738). The au[52288101] ; National Center for Applied Mathematics Shenzhen[ZDSYS20200421111201738]

Geochemistry & Geophysics

Geochemistry & Geophysics

WOS:001085464700001

AMER GEOPHYSICAL UNION

GEOSCIENCES

Web of Science

1.Peking Univ, BIC ESAT, ERE, Beijing, Peoples R China
2.Peking Univ, Coll Engn, SKLTCS, Beijing, Peoples R China
3.Southern Univ Sci & Technol, Shenzhen Key Lab Nat Gas Hydrates, Shenzhen, Peoples R China
4.Eastern Inst Technol, Eastern Inst Adv Study, Ningbo, Peoples R China

Mo, Chengkang,Zhao, Junliang,Zhang, Dongxiao. Mode I Microscopic Cracking Process of Granite Considering the Criticality of Failure[J]. JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH,2023,128(10).

Mo, Chengkang,Zhao, Junliang,&Zhang, Dongxiao.(2023).Mode I Microscopic Cracking Process of Granite Considering the Criticality of Failure.JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH,128(10).

Mo, Chengkang,et al."Mode I Microscopic Cracking Process of Granite Considering the Criticality of Failure".JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH 128.10(2023).