摘要
为了研究软土的次固结特性 ,进行了一维的固结蠕变压缩试验 ,分析了次固结对固结过程的影响。把饱和粘性土骨架视为粘弹性体 ,提出了一种划分主次固结的方法 。
In order to study the properties of soft soi l, the 1?D consolidation?creep test has been completed. The effect of the seco ndary consolidation on the consolidation process is analyzed. Treating the satur ated soft clay as viscoelastic body, a new method of separation of the secondary consolidation and primary consolidation is proposed. Some interesting conclusio ns concerning the effect of secondary consolidation are drawn from the test res ults.
出处
《岩土工程技术》
2003年第1期34-38,共5页
Geotechnical Engineering Technique
