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Macro-mesoscopic Fracture and Strength Character of Pre-cracked Granite Under Stress Relaxation Condition

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Abstract

The fracture characters are important index to study the strength and deformation behavior of rock mass in rock engineering. In order to investigate the influencing mechanism of loading conditions on the strength and macro-mesoscopic fracture character of rock material, pre-cracked granite specimens are prepared to conduct a series of uniaxial compression experiments. For parts of the experiments, stress relaxation tests of different durations are also conducted during the uniaxial loading process. Furthermore, the stereomicroscope is adopted to observe the microstructure of the crack surfaces of the specimens. The experimental results indicate that the crack surfaces show several typical fracture characters in accordance with loading conditions. In detail, some cleavage fracture can be observed under conventional uniaxial compression and the fractured surface is relatively rough, whereas as stress relaxation tests are attached, relative slip trace appears between the crack faces and some shear fracture starts to come into being. Besides, the crack faces tend to become smoother and typical terrace structures can be observed in local areas. Combining the macroscopic failure pattern of the specimens, it can be deduced that the duration time for the stress relaxation test contributes to the improvement of the elastic–plastic strain range as well as the axial peak strength for the studied material. Moreover, the derived conclusion is also consistent with the experimental and analytical solution for the pre-peak stage of the rock material. The present work may provide some primary understanding about the strength character and fracture mechanism of hard rock under different engineering environments.

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Acknowledgements

The financial support from the fundamental research funds for the Natural Science Fund of China (No. 51409026), the National Basic Research Program of China (973 Program, No. 2014CB046903) and the general project of Chongqing Foundation (cstc2017shmsA30017) is greatly appreciated.

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Authors and Affiliations

  1. School of Civil Engineering, Chongqing University, Chongqing, 400045, China

    Junfeng Liu, Haiqing Yang, Yang Xiao & Xiaoping Zhou

  2. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing, 400045, China

    Junfeng Liu, Haiqing Yang, Yang Xiao & Xiaoping Zhou

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  1. Junfeng Liu
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  2. Haiqing Yang
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  4. Xiaoping Zhou
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Correspondence to Haiqing Yang.

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Liu, J., Yang, H., Xiao, Y. et al. Macro-mesoscopic Fracture and Strength Character of Pre-cracked Granite Under Stress Relaxation Condition. Rock Mech Rock Eng 51, 1401–1412 (2018). https://doi.org/10.1007/s00603-018-1399-z

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  • DOI: https://doi.org/10.1007/s00603-018-1399-z

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