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Stability of soft clay soil stabilised with recycled gypsum in a wet environment

机译:湿石膏中再生石膏稳定的软黏土的稳定性

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This study investigates the effect of the soaking condition in a wet environment on the stability and durability of soft clay soil treated with recycled gypsum. Cement and lime are the two types of solidification agents used to improve the durability of the clay-gypsum mixture and to reduce the solubility of the gypsum in a wet environment because gypsum is soluble in water. The recycled gypsum was mixed with cement and lime in different ratios in the dry state, and different amounts of admixtures were mixed with the tested soil to explore the effect of the wet environment on the stability and durability of the stabilised gypsum-clay soil. Cylindrical stabilised soil specimens were cured for 3, 7, and 28 days and then soaked in water for different intervals up to 60 days. The soaked samples were evaluated based on the compressive strength, durability index, deformation changes, soil deterioration, and water absorption. The results show that increasing the content of both types of admixtures had a positive effect on the improvement of stability and durability for the tested soil in a wet environment, while the increase in the admixture ratio had a slightly negative effect on both the stability and the durability of the samples subjected to soaking. Short soaking times, up to 15 days, had a negative effect on the stability, durability, and changes in volume, and brought about a deterioration in the soluble soil and the water absorption compared with longer soaking times. The short curing times of 3 and 7 days exhibited a positive effect on the improvement of the stability, strength, and durability for the stabilised specimens subjected to soaking compared with the longer curing time of 28 days. Increasing the admixture content and soaking time had a significant effect on the water absorption and the soil deterioration of the tested soil. The effect of the soaking condition on the volume changes for the soil stabilised with the two admixtures was found to be insignificant, because the maximum volume change was found to be less than 0.15%.
机译:本研究探讨了在潮湿环境中浸泡条件对再生石膏处理的软粘土的稳定性和耐久性的影响。水泥和石灰是两种固化剂,用于提高粘土-石膏混合物的耐久性并降低石膏在潮湿环境中的溶解度,因为石膏可溶于水。再生石膏在干燥状态下以不同比例与水泥和石灰混合,然后将不同量的掺合料与被测土壤混合,以探索潮湿环境对稳定的石膏-黏土的稳定性和耐久性的影响。将圆柱稳定的土壤标本固化3天,7天和28天,然后在水中浸泡60天以不同的间隔。根据抗压强度,耐久性指标,变形变化,土壤变质和吸水率评估浸泡后的样品。结果表明,增加两种掺混物的含量对改善潮湿环境中被测土壤的稳定性和耐久性具有积极的影响,而掺混比的增加对稳定性和耐候性均具有轻微的负面影响。浸泡样品的耐久性。与较长的浸泡时间相比,较短的浸泡时间(长达15天)会对稳定性,耐久性和体积变化产生负面影响,并导致可溶性土壤和吸水率下降。与28天的较长固化时间相比,3天和7天的较短固化时间对经过浸泡的稳定化样品的稳定性,强度和耐久性的改善表现出积极的影响。掺混物含量和浸泡时间的增加对试验土壤的吸水率和土壤变质有显着影响。对于两种掺合料稳定的土壤,浸泡条件对体积变化的影响被认为是微不足道的,因为发现最大体积变化小于0.15%。

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