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首页> 外文期刊>Soils and foundations >INFLUENCE OF CURING STRESS ON ONE-DIMENSIONAL YIELDING OF CEMENT-ADMIXED BANGKOK CLAY AT HIGH WATER CONTENT
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INFLUENCE OF CURING STRESS ON ONE-DIMENSIONAL YIELDING OF CEMENT-ADMIXED BANGKOK CLAY AT HIGH WATER CONTENT

机译:应力对高含水量胶结曼谷黏土一维屈服的影响

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摘要

The influence of curing stress on the one-dimensional compression characteristics of cement-admixed clay at high water content is investigated by oedometer tests, with special attention paid to the primary vertical yield stress. From the test results, the stress acting during the formation of cementation plays an important role in the one-dimensional compression characteristics of cement admixed clay. The stress compresses the treated clay and results in an increase in the vertical yield stress. For the cement-admixed clay studied, the effect of the curing stress inherently reflects on the after-curing void ratio. Therefore, the primary vertical yield stress in one-dimensional compression is a function of the after-curing void ratio and the ratio of the clay water content to the cement content ratio.
机译:通过里程计试验研究了养护应力对高含水量水泥混合黏土一维压缩特性的影响,并特别注意了主要的垂直屈服应力。从测试结果来看,在胶结形成过程中作用的应力在水泥混合黏土的一维压缩特性中起着重要作用。应力压缩了处理过的粘土,并导致垂直屈服应力增加。对于所研究的水泥混合粘土,固化应力的影响固有地反映在后固化空隙率上。因此,一维压缩中的主要垂直屈服应力是固化后空隙率和粘土水含量与水泥含量之比的函数。

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