固结土 meaning in Chinese

consolidated soil

Normally consolidated soil
正常固结土
Comparison of characteristics between normal consolidated soil and over - consolidated soil
正常固结土与超固结土主要力学特性的比较
Based on the results , the computation method for deformation of the secondary consolidation reflecting the influence of consolidation pressure was developed
在此基础上提出了正常固结土次固结沉降量随固结压力变化的计算方法。
The results were as follows : for the over - consolidated soils , coefficient of the secondary consolidation increased with load ; for normal - consolidated soils , it decreased with load
结果表明：对超固结土，次压缩系数随荷载增大而增大；对正常固结土，次压缩系数随荷载增大而减小。
The relationship between the secondary consolidation deformation and load were discussed and the characteristics of the secondary consolidation of normally consolidated soils were emphansized in discussion , and some rules were concluded and analyzed
本文对次固结变形与荷载的关系进行了较详细的探讨，并着重研究了正常固结土的次固结特性，且对其规律进行了总结和分析。

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