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Coupled effects of saline solutions and temperature on the swelling deformation property of GMZ bentonite-sand mixtures

机译:盐溶液和温度对GMZ膨润土-砂混合物溶胀变形特性的耦合影响

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Based on the results of one-dimensional free swelling tests, the coupled effects of NaCl-Na2SO4 solutions and temperature on the swelling deformation property of compacted GMZ bentonite-sand mixtures were analyzed. The concentrations of the NaCl-Na2SO4 solutions were 0, 0.008, 0.04, 0.08 and 0.16 mol/L, the temperatures were 20 degrees C, 40 degrees C, 60 degrees C, 80 degrees C and 90 degrees C and the sand contents were 0, 30 and 50%. X-ray diffraction (XRD) and mercury intrusion porosimetry (MIP) tests were also performed to find the influences of the temperature, solution concentration and sand content on the mineral composition and microstructure. The results showed that the maximum swelling strain of the specimens increased with an elevated temperature, while it decreased with increases in the solution concentration and sand content. The swelling process was accelerated by the rising temperature. The XRD tests indicated that the combined effect of a high temperature and a high solution concentration may have caused more Na+ from the saline solutions to enter the interlayer, partly displacing the divalent cations. The MIP tests demonstrated that adding sand to the bentonite could reduce the amount of inter-granular pores and increase the intra-aggregate pores. These findings are advantageous to the transfer of heat and pour fluid in the specimens; and thus, the swelling deformation capacity of the bentonite-sand mixtures was higher than that of pure bentonite under the same conditions. (C) 2019 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
机译:基于一维自由溶胀试验的结果,分析了NaCl-Na2SO4溶液和温度对压实的GMZ膨润土-砂混合物的溶胀变形特性的耦合影响。 NaCl-Na2SO4溶液的浓度为0、0.008、0.04、0.08和0.16 mol / L,温度为20摄氏度,40摄氏度,60摄氏度,80摄氏度和90摄氏度,砂含量为0 ,30%和50%。还进行了X射线衍射(XRD)和压汞法(MIP)测试,以发现温度,溶液浓度和砂含量对矿物成分和微结构的影响。结果表明,样品的最大溶胀应变随温度升高而增加,而随溶液浓度和含砂量的增加而减小。温度升高加速了溶胀过程。 XRD测试表明,高温和高浓度溶液的共同作用可能导致盐溶液中更多的Na +进入中间层,从而部分取代了二价阳离子。 MIP测试表明,向膨润土中添加沙子可以减少粒间孔的数量,并增加聚集体内的孔。这些发现有利于样品中热量和倒液的传递。因此,在相同条件下,膨润土-砂混合物的溶胀变形能力高于纯膨润土。 (C)2019年由Elsevier B.V.代表日本岩土工程学会制作和主持。

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