饱和黄土的应力-应变曲线具有明显的非线性特性，且饱和原状黄土多为软化型，饱和重塑黄土多为稳定型和硬化型；
Saturated loess stress-strain curve has obvious nonlinear features, and more saturated as the softening of loess, loess saturated remodeling mostly stable and hardening;
这种抑制作用是氧化还原状态依赖的，并且不涉及稳定的物理互作。
This inhibition effects were redox-dependent and did not involve stable physical interaction.
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