The strength and deformation of natural soils normally differ from those of the remoulded soils under complex stress path.
在复杂的应力路径的作用下，天然结构性土体的强度与变形一般与重塑土不同。
The mutual effects of the structure, initial anisotropy and complex stress path make it complicated and difficult to determine the progressive destructive strength and parameters of natural soils.
由于结构性、初始各向异性和复杂的应力路径的共同影响，往往使极限状态设计如何确定天然土体渐进破损的强度及参数变得复杂而困难。
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