Evaluation of Various Modes of Fracture Toughness (Mode I, II, and I + II) in Indian Limestone Based on AE Parameters

Author:

Ansari Tariq Anwar,Singh Hemant Kumar,Sazid Mohammed,Singh Hari Om,Singh Trilok Nath,Singh Kumar Hemant,Zhou Hui

Publisher

Springer Nature Switzerland

Reference10 articles.

1. Aliha, M. R. M., & Ayatollahi, M. R. (2009). Brittle fracture evaluation of a fine grain cement mortar in combined tensile–shear deformation. Fatigue & Fracture of Engineering Materials & Structures, 2, 987–994.

2. Department of Mining and Geology. (2020). Government of Meghalaya, India. https://megdmg.gov.in/features.html. Accessed November 27, 2020.

3. Guo, Z. H., Zhu, Z. D., Hua, J. N., Zhang, A. J., & Fang, Z. (2001). Limestone strength characteristics of experimental analysis and mathematical simulation. Journal of Underground Space, 21, 280–286.

4. Huang, Z. P., Zhang, Y., Sun, Y. K., Liu, C. Y., & Wu, W. D. (2016). Mechanical and acoustic characteristics of high temperature limestone with water cooling treatment. Journal of Central South University, 47, 4181–4189.

5. Kuruppu, M. D., & Chong, K. P. (2012). Fracture toughness testing of brittle materials using semi-circular bend (SCB) specimen. Engineering Fracture Mechanics, 91, 133–150.

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