Although the expressional form of damage evolution equation in complicated stress condition is the same as that in simple load condition, the influence factors are different of the damage parameters.
复杂应力条件下的黄土损伤演化方程的表现形式与简单加载条件下的完全相同，区别只是在于损伤参量的影响因素不同。
Structural repair parameters are defined, and the evolution equation of structural repair in the triaxial soaking tests is proposed.
定义了结构修复参数，提出了三轴浸水过程中的土样结构修复演化方程。
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