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The effects and optimization of additives for expansive clays under freeze-thaw conditions

机译:冻融条件下膨胀土添加剂的效果及优化

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This article reports on the optimization of additives to improve the geotechnical properties of an expansive clay soil subject to freeze-thaw effect, and the effects on soil behavior are evaluated. Lime and rice husk ashes, which are waste materials, were used in stabilization, and randomly distributed fiber was used as reinforcement. The response surface methodology was used for experimental design and optimization. The ranges of additives used in the experimental design were selected as 2.0-8.0% lime, 0.0-15.0% rice husk ash, and 0.0-0.8% fiber. The experiments were conducted on both soil samples before and after freeze-thaw cycle. The non freeze-thaw subjected samples were subjected to only 28-day curing, whereas freeze-thaw subjected samples were subjected to 28-day curing followed by seven freeze-thaw cycles. At the end of these periods, unconfined compressive strength and swelling tests were conducted on the samples, the results were evaluated via response surface methodology, and scanning electron microscopy images were produced for some samples. According to the experimental results, the most influential parameter on compressive strength values in non freeze-thaw subjected samples was lime percentage, whereas it was rice husk ash percentage in freeze-thaw subjected samples. Fiber and lime were effective on axial strain value in both cases. While only the lime amount was effective on the swelling pressure values in the non freeze-thaw subjected samples, the lime and the rice husk ash amount were effective in the freeze-thaw subjected samples. In the optimization of three response variables in combination, desirability levels were 0.85 and 0.94, respectively, in non freeze-thaw subjected and freeze-thaw subjected samples. In the non freeze-thaw subjected samples, the optimum percentages for lime, rice husk ash and fiber additives were calculated as 7.39%, 5.78-5.91% and 0.8%, respectively. In the freeze-thaw subjected samples, the optimum percentages were 6.46%, 14.94-15.0% and 0.78-0.79%, respectively. The optimum rice husk ash amount increased under the freeze-thaw effect and it was especially effective, whereas the lime percentage decreased.
机译:本文报告了优化添加剂的方法,以改善遭受冻融作用的膨胀黏土的岩土性能,并评估了其对土壤行为的影响。石灰和稻壳灰是废料,用于稳定化,而随机分布的纤维用作增强材料。响应面方法用于实验设计和优化。实验设计中使用的添加剂范围选择为2.0-8.0%石灰,0.0-15.0%稻壳灰和0.0-0.8%纤维。在冻融循环之前和之后均在土壤样品上进行了实验。未经冻融的样品仅进行28天固化,而经过冻融的样品经过28天固化,然后进行7次冻融循环。在这些阶段结束时,对样品进行无侧限的抗压强度和溶胀测试,通过响应面方法对结果进行评估,并为某些样品生成扫描电子显微镜图像。根据实验结果,非冻融样品中抗压强度值的最大影响参数是石灰百分比,而冻融样品中稻壳灰分含量是最大百分比。在两种情况下,纤维和石灰对轴向应变值均有效。在非冻融处理的样品中,只有石灰量对溶胀压力值有效,而在冻融处理的样品中,石灰和稻壳灰量是有效的。在优化三个响应变量的组合中,非冻融样本和冻融样本的期望水平分别为0.85和0.94。在未经冻融的样品中,石灰,稻壳灰和纤维添加剂的最佳百分比分别计算为7.39%,5.78-5.91%和0.8%。在冻融处理的样品中,最佳百分比分别为6.46%,14.94-15.0%和0.78-0.79%。在冻融作用下,稻壳的最佳灰分量增加,尤其有效,而石灰百分率下降。

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