Strain localization of rock sample in uniaxial compression is the result of self-organization of deformation during loading.

应变局部化是加载过程岩样内部变形自组织的结果。

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Secondly, the effect of specimen length on total fracture energy in uniaxial compression subjected to shear failure is analyzed.

然后，研究了单轴压缩条件下岩石试件全部断裂能的尺度律。

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You Mingqins, Hua Anzeng. Fracture of rock specimen and decrement of bearing capacity in uniaxial compression. Mechanics and Engineering, 1998, 17 (3) : 292 -296. [J].

[10]尤明庆，华安增。岩石试件单轴压缩的破坏形式与承载力的降低[J]。岩石力学与工程学报，1998,17 (3)：292 - 296。

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