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饱和重塑黄土液化应变发展试验研究
  • 期刊名称:江西理工大学学报(录用),2011
  • 时间:0
  • 分类:TU352.1[建筑科学—结构工程]
  • 作者机构:[1]岩土力学与堤坝工程教育部重点实验室,南京210098, [2]河海大学岩土工程研究所,南京210098, [3]山东临沂岸堤水库管理处,276001, [4]温州大学软弱土地基与海涂围垦工程技术重点实验室,浙江温州325035, [5]华东电力设计研究院岩土工程公司,上海200631
  • 相关基金:国家自然科学基金资助项目(50808067)
  • 相关项目:黄土震动液化后大变形特性研究
中文摘要:

通过对饱扣重塑黄土进行了一系列动三轴试验,分析了在振动液化过程中试样的应变发展特性和应力一应变滞回圈的变化趋势.基于动三轴试验结果。分析了应变随着振次的发展变化过程,并结合应力一应变滞回圈的变化过程,将应变发展划分为三个阶段;同时,根据滞回圈的形态变化,提出了振动过程中应变的塑性累积,并通过数据分析,给出了塑性累积计算的公式.

英文摘要:

Through the dynamic triaxial tests of the saturated remolded loess,the strain development and deviatoric stress-axial strain curve are analysed of the sample during liquefaction process. Based on the dynamic triaxial test results, the strain development with the vibration frequency are analysed and combined with the tendency of changes on deviatoric stress-axial strain curve,the strain development is divided into three stages ;At the same time ,plastic accumulation of the strain during vibration process was put forward according to the change of deviatoric stress-axial strain curve ,and the formula of plastic accumulate computation are ziven throuzh the analysis of data.

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