改变工业废料瓦尘稳定碱性土壤的理化性质

Q4 Engineering
J. Saini, D. K. Soni, A. K. Mandal
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引用次数: 1

摘要

本研究工作的主要目的是通过瓷砖粉尘提高在Kurukshetra碱性土壤上建造的路面的承载能力。收集了Pehowa-Kurukshetra公路的土壤样本,并对其进行了测试,以通过2-12%的不同剂量的瓷砖粉尘增强其特性。试验结果表明,掺加外加剂后,最大干密度减小,最佳含水量增加。为评价碱土的强度特性,进行了包括加州承载比试验(CBR)和无侧限抗压试验(UCS)在内的试验。在哈里亚纳邦卡纳尔的CSSRI实验室中进行了在浸没条件下反应的化学测试。最后,试验结果表明,砖尘显著提高了土壤的性能。因此,改良后的土壤被用作建筑工程中柔性路面的良好底基层。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Changing the physical, chemical properties of alkaline soil stabilised with industrial waste material tile dust
The main objective of this research work is the improvement of pavements' load-bearing capacity that are constructed on Kurukshetra alkaline soils by tile dust. Soil samples from Pehowa-Kurukshetra road are collected and put under testing for enhancing their properties by tile dust at different dosages ranging from 2-12%. Finally, the test result has reviewed that the maximum dry density gets minimised and the optimum moisture content gets increased with the supplement of admixture. Tests including California bearing ratio test (CBR) and unconfined compression tests (UCS) are done for evaluating the strength properties of alkaline soil. Chemical test due to the reaction in the submerged condition is performed in CSSRI lab in Karnal Haryana. At last, the test results specify that the tile dust significantly enhances the performance of soil. Thereby, the improved soil is utilised as a good sub-base in flexible pavements in construction work.
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