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1D compression of clay affected by wetting, ageing and viscous property

机译:受湿润,老化和粘性影响的一维粘土压缩

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A series of one-dimensional (1D) compression tests of kaolin was performed to evaluate combinedeffects of wetting, ageing, viscous property and strain-induced damaging on the stress-strain behaviour.Non-standard constant-rate-of-strain (CRS) 1D compression tests with and without wetting at sustained loadat intermediate stages were performed on specimens of kaolin that were initially either air-dried or partly saturatedor fully saturated with and without cement-mixing. The influencing factors evaluated are the saturationdegree, the period for the process of wetting and curing and the stress level at which wetting/curing was made.The test results showed that, controlled by these factors, the effects of wetting, ageing, viscous property andstrain-induced damaging are significant while they are coupled with each other. These behaviours were successfullysimulated by a non-linear three-component rheology model taking into account these factors.
机译:进行了一系列高岭土的一维(1D)压缩测试,以评估组合 润湿,老化,粘性和应变诱发的损伤对应力应变行为的影响。 非标准恒定应变率(CRS)一维压缩测试,在持续载荷下有或没有润湿 在中间阶段对最初风干或部分饱和的高岭土样品进行测试 或在没有水泥混合的情况下完全饱和。评估的影响因素是饱和度 程度,润湿和固化过程的时间以及进行润湿/固化的​​应力水平。 测试结果表明,受这些因素的控制,润湿,老化,粘性和 当它们彼此耦合时,由应变引起的破坏是显着的。这些行为是成功的 考虑到这些因素,可以通过非线性三组分流变模型进行模拟。

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