而当超载预压处理后，次固结系数随超载比和超载作用时间不同而变化。

But when surcharge preloaded, the coefficient will change with the overload ratio and its duration time.

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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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