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[81] 殷鹏飞,Young.Experimental investigation of the strength and failure behavior of layered sandstone under uniaxial compression and Brazilian testing,2018,66;4;585-605
[82] 刘相如,Young.基于正交试验的岩石细观力学参数数值研究,2018,28;4;918-928
[83] Young.Fracturing Mechanism of Compressed Hollow-Cylinder Sandstone Evaluated by X-ray Micro-CT Scanning,2018,51;7;2033-2053
[84] Young.不同节理粗糙度类岩石材料三轴压缩力学特性试验研究,2018,39;S1;21-32
[85] 胡波,Young.A nonlinear rheological damage model of hard rock,2018,25;7;1665-1677
[86] 曾卫,Young.Numerical investigation on permeability evolution behavior of rock by an improved flow-coupling algorithm in particle flow code,2018,25;6;1367-1385
[87] Young.Experimental and discrete element modeling on cracking behavior of sandstone containing a single oval flaw under uniaxial compression,2018,194;0;154-174
[88] Young.Failure mechanical and acoustic behavior of brine saturated-sandstone containing two pre-existing flaws under different confining pressures,2018,193;0;108-121
[89] Young.Failure mechanical behavior of pre-holed granite specimens after elevated temperature treatment by particle flow code,2018,72;0;124-137
[90] 田文岭,Young.Macro and micro mechanics behavior of granite after heat treatment by cluster model in particle flow code,2018,34;1;175-186

total152 9/16

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