A Review Paper on Experimental Study on Stabilization of Soil Subgrade by Adding Stone Dust

Deepak Kumar, Magandeep Bishnoi
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引用次数: 1

Abstract

Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/ by/4.0) ABSTRACT Subgrade is the lower most layer of the pavement construction. So soil subgrade should be capable strong to carry load coming from the upper layer. Many stabilization techniques are adopted to improve the stability and bearing capacity of soil. In this study we use Kota stone dust that is easily available in Rajasthan state as a waste form. In this stone dust we find that nearly 30% lime is available so can be used for it like as lime stabilization. By adding Kota stone bearing capacity increase of the soil.
添加石粉加固土质路基试验研究综述
版权所有©2019由作者和《国际科学研究与发展趋势杂志》所有。这是一篇基于知识共享署名许可(CC BY 4.0)的开放获取文章(http://creativecommons.org/licenses/ BY /4.0)摘要路基是路面施工的最下层。因此,土质路基应具有较强的承受来自上层荷载的能力。为了提高土体的稳定性和承载力,采用了多种稳定技术。在这项研究中,我们使用在拉贾斯坦邦很容易获得的Kota石粉作为废物形式。在这种石粉中,我们发现近30%的石灰是可用的,因此可以用作石灰稳定剂。通过添加Kota石增加土壤的承载力。
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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