超固结土是先期固结压力大于现有自重压力的土(Pc>Po)。说明土在历史上曾受过比现有自重压力大的固结压力。
本文给出了一种计算轻度超固结土的一维现场固结的方法。
An approach to calculate the in-situ one-dimensional consolidation of slightly over-consolidated soils is proposed in this paper.
为此，提出了用超固结土的前期固结压力作为控制地下水开采量的计算方法。
So far, it is suggested that the calculation could be available for control exploiting the groundwater by use of parameter of prophase consolidation pressure of over-consolidated soils.
将所建立的超固结土模型推广为能够反映超固结土的初始应力各向异性的弹塑性模型。
The constitutive model for overconsolidated clays proposed by the authors was extended to an overconsolidated clay model with stress-induced initial anisotropy.
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