Experimental study on addition of lime and fly ash for the soil stabilization

被引：11
|
作者：
Andavan, S. [1 ]
Pagadala, Vamsi Krishna [1 ]
机构：
[1] SIMAT, Dept Civil Engn, Saveetha Sch Engn, Chennai 602001, Tamil Nadu, India
来源：
MATERIALS TODAY-PROCEEDINGS | 2020年 / 22卷
关键词：
Clay soil; Fly ash; Lime and stabilisation; Physical and chemical properties; Environmental problems;
D O I：
10.1016/j.matpr.2019.11.300
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In present days, properties of water in the soil are a common issue in soil stabilization. Clay soil hard to designing and processing by low bearing limit, high shrinkage and swell qualities and high dampness defencelessness. Stabilisation of this soil is a standard practice for enhancing the strength. The physical properties of the dirt were resolved according to IS specifications. It is finely divided build up coming about because of the ignition of ground or powdered coal from electric creating plants. It has high water retention capacity. Lime for the investigation is locally available. In this test programme, without added substances dirt was tried to discover the optimum moisture content, unconfined compression test, direct shear test, liquid limit and plastic limit, and moisture content. Fly ash and lime were included in variant proportions. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码：1065 / 1069
页数：5
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