现从机理上探讨这种预处理对于软土试样的必要性。
The necessity of this treatment is discussed through inquiring into mechanism.
与一般的土体不同的是，其抗剪强度机理应考虑轻质混合土试样胶结结构的逐渐破损效应。
Different from natural soils, the damage of cementation should be considered in the strength mechanics of lightweight bead-treated soil.
由于高灵敏度和相对大的渗透性，试样的扰动更加显著地影响了天然海相中间土的力学参数。
The mechanical parameters of natural Marine intermediate soils are also significantly affected by sample disturbance due to high sensitivity and relatively large permeability.
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