应变局部化是指土体破坏时其应变(或变形)集中于某局部窄小区域(或称为剪切带)的一种现象。
岩样的塑性变形假设根源于塑性应变局部化。
It is assumed that plastic deformation stems from the localization of shear strain.
广义塑性力学不适宜于解释岩土应变局部化现象。
The generalized plastic mechanics is not adaptable to explain the geo-tech strain localization.
应变局部化是加载过程岩样内部变形自组织的结果。
Strain localization of rock sample in uniaxial compression is the result of self-organization of deformation during loading.
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