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Mechanical Behavior of Brittle Rock-Like Specimens with Pre-existing Fissures Under Uniaxial Loading: Experimental Studies and Particle Mechanics Approach. Rock Mechanics and Rock engineering, 2016, 49: 763-783.
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A kind of control technology for squeezing failure in deep roadways: a case study. Geomatics, Natural Hazards and Risk, 2017, 8(1): 1-15.
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An Experimental and Numerical Study on Mechanical Behavior of Ubiquitous-Joint Brittle Rock-Like Specimens Under Uniaxial Compression. Rock Mechanics and Rock engineering, 2016, 49: 4319-4338.