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连云港软土蠕变特性及其工程应用

Creep properties of Lianyungang soft clay and its engineering application

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【作者】 于新豹刘松玉缪林昌

【Author】 YU Xin-bao,LIU Song-yu,MIAO Lin-chang (Institute of Geotechnical Engineering,Southeast University,Nanjing 210096,China)

【机构】 东南大学岩土工程研究所东南大学岩土工程研究所 江苏南京210096江苏南京210096江苏南京210096

【摘要】 为了研究软土的蠕变固结特性,进行了一维的固结蠕变压缩试验。得到了连云港软土的蠕变特性。以参数Cα/De100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,并且,此方法可以应用于实测资料进行主次固结划分。

【Abstract】 In order to study the creep properties of soft soil, a 1-D consolidationcreep test has been completed. The creep properties are summed up from the test results. The effect of the secondary consolidation on the consolidation process is analyzed by the parameter Cα/Δe100 Taking the saturated soft clay as viscoelastic body, a new method of separation of the secondary consolidation and primary consolidation is proposed. The method can also be used by the data collected at the field. Some interesting conclusions concerning the effect of secondary consolidation are drawn from the test results.

  • 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2003年06期
  • 【分类号】TU447
  • 【被引频次】80
  • 【下载频次】735
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