Sifat Fisis Tanah Lempung Ekspansif yang Disubstitusi dengan Serbuk Limbah Keramik

Ratna Dewi, Yakni Idris, I. C. San, Lien DYN, Putri Tisya R
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Abstract

Expansive soils have high compressibility, swelling, and shrinkage properties. So we need an effective method to improve soil conditions when the structure is built on it. This paper presents the results of research on the effect of the substitution of ceramic waste on the physical properties of the expansive soil. Soil improvement using construction waste will contribute to reducing the amount of waste and conserving natural resources. The stages of the research included testing the physical properties of both soil and waste materials, then testing the physical properties of the mixed soil which included the Atterberg limit test, soil compaction test, and SEM test. The addition of ceramic waste powder can function as a material that can chemically change the physical properties of the soil. There was a decrease in the optimum water content (wopt) of the soil and an increase in the maximum dry density (gd max)  value of the soil along with the addition of the percentage of ceramic waste powder that was up to 1.410 gr/cm3. The percentage of chemical content (SiO2 and Al2O3) in ceramic powder affects soil compaction parameters and decreases soil plasticity index, where the content of SiO2 and Al2O3 in ceramic powder 1 is higher than ceramic powder 2 giving lower IP (Index Plasticity) values and optimum moisture content, respectively by 16.26 and 28%, and a higher maximum dry density value of 14.4 gr/cm3.  
扩张性粘土的裂变特性被陶瓷废料所取代
膨胀土具有高压缩性、膨胀性和收缩性。因此,我们需要一种有效的方法来改善地基上的土壤条件。本文介绍了陶瓷废料替代对膨胀土物理性质影响的研究结果。利用建筑废物改良土壤,有助于减少废物量和节约自然资源。研究的阶段包括对土壤和废料的物理性质进行测试,然后对混合土的物理性质进行测试,包括阿特贝格极限测试、土壤压实测试和SEM测试。陶瓷废粉的加入可以起到化学改变土壤物理性质的物质作用。随着陶瓷废粉添加量的增加,土壤的最佳含水量(wopt)降低,最大干密度(gd max)值增加,最高可达1.410 gr/cm3。陶瓷粉中SiO2和Al2O3含量的百分比影响土壤压实参数,降低土壤塑性指数,其中SiO2和Al2O3含量高于陶瓷粉2,其IP(可塑性指数)值和最佳含水量分别低16.26%和28%,最大干密度值较高,为14.4 gr/cm3。
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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