Impact of Calcium Chloride on the Microstructure of a Collapsible ‎Soil

Ouassila Bahloul, H. Ziani, S. Benmoussa
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Abstract

The study of the collapse of soils under the effect of flooding is a major problem in soil ‎mechanics. Most of the work done on the treatment of these soils has been devoted to ‎the use of binders of hydraulic or organic types. However, little work has been devoted to the use of salt calcium chloride in ‎collapsible soil treatments.‎ The purpose of this study is to evaluate the effect salt calcium chloride on a reconstituted collapsible soil in the laboratory, at ‎different levels of water content, compaction energy and concentration of the saline solution. The ‎results obtained showed a significant reduction in the potential for soil deformation ‎and an illustration and a noticeable interaction between the soil particles ‎and the saline solution resulting in a denser material.
氯化钙对湿陷性土壤微观结构的影响
研究洪水作用下土体的崩塌是土力学中的一个重要问题。在处理这些土壤方面所做的大部分工作都致力于使用水力或有机类型的粘合剂。然而,盐化氯化钙在湿陷性土壤处理中的应用研究较少。本研究的目的是在实验室中评估在不同含水量、压实能和盐溶液浓度下氯化钙对可湿性土的影响。获得的结果表明,土壤变形的可能性显著降低,土壤颗粒和盐溶液之间的明显相互作用导致了更致密的材料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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