Evaluating the Effect of Environment Acidity on Stabilized Expansive Clay

IF 0.7 Q4 MECHANICS
S. Jahromi, A. Noori
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引用次数: 0

Abstract

Abstract In this article, the effects of environmental acidity on the mechanical and volumetric properties of cement-stabilized clay soils have been investigated through various tests on experimental scale. In this study, a problematic clay was chemically stabilized by cement under three treatment conditions including short term, medium term, and long term with different conditions varying from acid to alkaline environments, which were tested by different methods to evaluate their mechanical and volumetric behavior and properties. Mechanical characteristics assessment tests in this study include compaction tests, and unconfined compressive strength, which was conducted on samples under different conditions in terms of acidity and treatment time. The results of the study indicated that soil improvement by cement increases the mechanical strength and decreases the rate of soil swelling over time and treatment duration. However, the degree of acidity of the environment affects the chemical reactions of soil and cement, especially cement hydration, which causes changes in soil strength and volume variation due to swelling.
环境酸度对稳定膨胀粘土影响的评价
摘要本文通过各种实验尺度的试验,研究了环境酸度对水泥稳定粘土力学性能和体积性能的影响。在本研究中,用水泥对一种有问题的粘土进行了短期、中期和长期三种处理条件下的化学稳定,不同的处理条件从酸性环境到碱性环境,通过不同的方法测试了它们的力学和体积行为和性能。本研究的力学特性评估试验包括压实试验和无侧限抗压强度试验,分别对不同酸度和处理时间下的样品进行了试验。研究结果表明,随着时间的推移和处理时间的延长,水泥改善土壤的机械强度增加,土壤膨胀率降低。但环境的酸性程度影响土壤与水泥的化学反应,尤其是水泥水化反应,使土壤强度发生变化,因膨胀而产生体积变化。
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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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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