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Soil-based deformation following water-blocking material and method for producing the same

机译:阻水材料后的土基变形及其生产方法

摘要

PROBLEM TO BE SOLVED: To provide a soil based deformation followable impervious material, in which a material can be easily supplied and quality variation is small by using a standardized material and which has high impervious performance and fluidity to allow its execution and which suppresses occurrence of consolidation settlement and has long-term durability, and further to provide a method for producing the soil based deformation followable impervious material.SOLUTION: The soil based deformation followable impervious material D is obtained by mixing high swellable bentonite BH having swelling power of 20 mL/2g or more in the fresh water, low swellable bentonite BL having swelling power of 5 mL/2g or less in the fresh water, sea water W and sand S having a uniformity coefficient Uc of 5 to 10. The soil based deformation followable impervious material D includes sand S in a volume ratio of 0.05 to 0.3 when total volume immediately after mixing is assumed to be 1 and a coefficient of permeability immediately after mixing is 3×10cm/s or less.
机译:要解决的问题:提供一种基于土壤的变形可跟随的不透水材料,该材料可以容易地提供材料,并且通过使用标准化材料可以使质量变化小,并且具有高不透水性能和流动性以使其能够执行并抑制了发生固结沉降并具有长期耐久性,并且进一步提供了一种生产基于土壤的可变形跟随不透水材料的方法。解决方案:基于土壤的可变形跟随不透水材料D是通过将膨胀力为20 mL / ml的高膨胀膨润土BH混合而获得的在淡水中2g或更高,在淡水中的溶胀力为5 mL / 2g或更低的低溶胀性膨润土BL,均匀系数Uc为5到10的沙子S。当假设刚混合后的总体积为1且系数为时,D中的沙子S的体积比为0.05到0.3。刚混合后的透气度为3×10cm / s以下。

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