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[141] Young.Strength and deformation behavior of red sandstone under multi-stage triaxial compression,2012,49;6;694~709
[142] Young.Crack coalescence behavior of brittle sandstone samples containing two coplanar fissures in the process of deformation failure,2011,78;17;3059-3081
[143] Young.Non-stationary and nonlinear visco-elastic shear creep model for shale,2011,48;6;1011-1020
[144] Young.Strength failure and crack coalescence behavior of brittle sandstone samples containing a single fissure under uniaxial compression,2011,168;2;227-250
[145] Young.Experimental investigation on mechanical behavior of coarse marble under six different loading paths,2011,51;3;315-334
[146] Young.注浆锚固裂隙砂岩破裂模式和裂纹扩展特征,2010
[147] Young.Triaxial mechanical creep behavior of sandstone,2010
[148] Young.不同直径煤样强度参数确定方法的探讨,2010
[149] Young.含单个孔洞大理岩裂纹扩展细观试验和模拟,2009
[150] Young.Experimental study on mechanical behavior of brittle marble samples containing different flaws under uniaxial compression,2009
total152 15/16
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