结合一维太沙基固结理论，推求某时刻的平均固结度。
Based on one-dimensional Terzaghi consolidation theory, average percent consolidation is calculated.
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.
在高压固结仪上，对3种原状软土13个试样进行了反复加卸荷载的一维固结试验，研究了反复荷载作用下软土的次固结特性。
Based on a number of oedometer tests on 13 soil samples, the influence of repeated loading on the secondary consolidation properties is investigated.
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