Abstract
Cracks and joints are common in rock masses and play a crucial role in rock mass stability. This study prepared specimens with multiple parallel pre-existing flaws by embedding iron sheets in rock-like materials and used the samples to investigate the crack growth characteristics of these materials. Biaxial compression experiments were performed on sixty specimens, and the influences of the number of pre-existing flaws, their angles and the lateral stress on crack growth were investigated based on video recordings of the crack growth. The results demonstrate that structural failure will occur due to crack growth when the sample contains a small number of pre-existing flaws and that as the number of cracks increases, the specimens will fail due to local failures. In addition, the types of rock bridge failures are summarized, including wing cracks, secondary shear cracks between horizontally-separated pre-existing flaws and secondary shear cracks between vertically-separated pre-existing flaws. Wing cracks play a significant role in the failure of the specimens. The results increase the understanding of crack growth in brittle materials that contain multiple parallel pre-existing flaws under biaxial compression.
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Acknowledgements
This study was funded by the Open Research Fund Program of the Hunan Provincial Key Laboratory of Shale Gas Resource Utilization, the Hunan University of Science and Technology (Grant No. E21527), and the Fundamental Research Funds for the Central Universities of Central South University (Grant No. 2015zzts077).
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Wang, M., Cao, P. Experimental Study of Crack Growth in Rock-Like Materials Containing Multiple Parallel Pre-existing Flaws Under Biaxial Compression. Geotech Geol Eng 35, 1023–1034 (2017). https://doi.org/10.1007/s10706-017-0158-3
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DOI: https://doi.org/10.1007/s10706-017-0158-3