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Study of the water content balance between GCL and soil

机译:GCL与土壤水分平衡的研究

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摘要

The series of tests GCL-confining soil shows that the bentonite is quickly hydrated in contact with a sand. Indeed, for a confining material with a water content of 12%, the tests showed that the water content of bentonite increased from 17% to 180% in 8 days The series of test GCL-support soil shows that the time of balance is longer (three weeks) than with confining soil. Indeed, gravity shows a strong influence in the case GCL-confing soil, where the balance water content is higher and the time of the balance is shorter. Th observation is reversed in the case GCL-support soil. The balance water content of bentonite decreases according to the normal stress. Figure 9 shows the evolution of the final water content of bentonite versus initial water content of the sand for both confining and support configurations. This evolution suggests the following comments: 1. The final water content of bentonite increases proportionally with the initial water content of the sand for confining or support configurations 2. The final water content of bentonite in contact with a confining soil is higher than with the same soil in support case (for the same conditions of water content of he soil).
机译:GCL约束土壤的一系列测试表明,膨润土与沙子接触后会迅速水合。的确,对于水分含量为12%的密闭材料,测试表明膨润土的水分含量在8天内从17%增加到180%。一系列的GCL支撑土测试表明,平衡时间更长(三个星期)。的确,重力在重力作用下对GCL浓缩土壤具有很强的影响,平衡水含量较高,平衡时间较短。在GCL支撑土壤的情况下,观察结果相反。膨润土的平衡水分含量根据正应力而降低。图9显示了在密闭结构和支撑结构下膨润土最终含水量与沙子初始含水量的关系。这种演变表明以下评论:1.膨润土的最终含水量与用于约束或支撑构型的砂的初始含水量成正比。2.与约束土壤接触的膨润土的最终含水量高于相同条件的膨润土。支撑情况下的土壤(在土壤水分含量相同的条件下)。

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