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Analysis of strength development in cement-treated soils under different curing conditions through microstructural and chemical investigations

机译:通过微观结构和化学研究分析水泥在不同固化条件下的土壤强度发展

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This study investigated the strength development of cement-treated soils by considering not only the interactions among cement hydration and pozzolanic reaction, but also the carbonation process. Indeed, the chemical and microstructural changes in cement-treated soils are due to carbonation combined with previous reactions and no studies took into account all processes at the same time. Three soil specimen types (specifically, sand, sand-loam, and sand-bentonite mixtures) were cured under sealed and drying conditions and their unconfined compressive strength, microstructural and chemical properties subsequently measured over time. Under drying conditions, behaviors varied with soil mineralogy. The compressive strength of all mixtures significantly increased with decreasing total micropore induced by carbonation and suction effects. However, in the sand-clay mixture under long-term drying, the compressive strength remained constant or slightly decreased after 28 days, correlating with the increase in large capillary pore caused by shrinkage of bentonite and C-S-H carbonation. These results revealed that carbonation could have both positive and negative impacts on strength development of cement-treated soils. (C) 2018 Elsevier Ltd. All rights reserved.
机译:这项研究不仅考虑了水泥水化与火山灰反应之间的相互作用,而且考虑了碳化过程,从而研究了水泥处理过的土壤的强度发展。的确,水泥处理过的土壤的化学和微观结构变化是由于碳酸化和先前的反应所致,因此没有研究同时考虑到所有过程。在密封和干燥条件下固化了三种土壤样本类型(特别是沙子,砂壤土和膨润土混合物),并随时间测量了其无限制的抗压强度,微观结构和化学性质。在干燥条件下,行为随土壤矿物学而变化。随着碳化和抽吸作用引起的总微孔减少,所有混合物的抗压强度均显着提高。然而,在长期干燥下的砂土混合物中,抗压强度在28天后保持恒定或略有下降,这与膨润土收缩和C-S-H碳化引起的大毛细孔增加有关。这些结果表明碳酸化对水泥处理过的土壤的强度发展既有正面影响也有负面影响。 (C)2018 Elsevier Ltd.保留所有权利。

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