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Dynamic Indirect Tensile Strength of Sandstone Under Different Loading Rates

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Acknowledgments

This research was financially supported by the Australian Research Council (Grant No. DE130100457), the National Basic Research Program of China (Grant No. 2010CB732004), the Natural Science Foundation of China (Grant No. 41102170), and the State Key Laboratory of Coal Resources and Safe Mining, CUMT (Grant No. SKLCRSM11KFA02).

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Authors and Affiliations

  1. School of Resources and Safety Engineering, Central South University, Changsha, 410083, Hunan, China

    Feng-Qiang Gong

  2. Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW, 2052, Australia

    Gao-Feng Zhao

  3. State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Beijing, 100083, China

    Gao-Feng Zhao

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  1. Feng-Qiang Gong
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  2. Gao-Feng Zhao
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Correspondence to Gao-Feng Zhao.

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Gong, FQ., Zhao, GF. Dynamic Indirect Tensile Strength of Sandstone Under Different Loading Rates. Rock Mech Rock Eng 47, 2271–2278 (2014). https://doi.org/10.1007/s00603-013-0503-7

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