Comparative Experimental Study on Calcium Oxide, Calcium Hydroxide, and Calcium Carbonate Solidified Zinc-Contaminated Red Clay

Author:

Song Yu12ORCID,Li Hui12,Gan Xiaohui12,Zhang Mingzhi12,Xue Mingming12,Li Jun3ORCID

Affiliation:

1. College of Civil and Architecture Engineering, Guilin University of Technology, Guilin 541004, China

2. Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin 541004, China

3. Business School of Guilin University of Technology, Guilin 541004, China

Abstract

Calcium oxide is a common curing agent used for curing contaminated soils. It is often used with cement to adjust the pH value. Calcium carbonate and calcium hydroxide are common products of calcium oxide. The effects of three kinds of binder in curing Zn2+-contaminated red clay are compared. The Zn2+ concentrations were selected as 0.1 and 0.5%, and the curing agent was added separately. The values of the unconfined strength of soil samples were compared after the three curing agents were added to the soil alone. It was found that the strength of the specimen with the addition of calcium carbonate was lower than the strength of the contaminated soil without the addition of the curing agent, while the strength of calcium hydroxide and calcium oxide was enhanced with the addition of calcium hydroxide, in general, and the strength of calcium oxide was higher. When CaO is added, the strength of the sample with a 0.1% concentration of zinc-contaminated soil is greater than the strength of the sample with a 0.5% concentration. But when Ca(OH)2 is added, the strength of the sample with 0.1% zinc-contaminated soil is less than the strength of the sample with a 0.5% concentration. Ca(OH)2 provides enough OH-, and there are enough zinc ions to react with it in the high-concentration Zn2+-contaminated soil to form CaZn2(OH)6·2H2O, which enhances the strength of the soil. By comparing the pH values of calcium oxide and calcium hydroxide, the pH of the soil is about 12, and the pH of calcium carbonate is about 8.

Funder

Guangxi Science and Technology Plan Project

Publisher

Hindawi Limited

Subject

General Earth and Planetary Sciences

Reference30 articles.

1. Fundamental property and microstructure model of red clay [J];R. Tan;Chinese Journal of Geotechnical Engineering,2001

2. Strength properties and swelling-shrinkage behaviors of compacted lateritic clay in Guangxi [J];Y. Zhao;Rock and Soil Mechanics,2004

3. Shear-related roughness classification and strength model of natural rock joint based on fuzzy comprehensive evaluation

4. Coupled seepage-damage effect in fractured rock masses: model development and a case study

5. Modeling of rheological fracture behavior of rock cracks subjected to hydraulic pressure and far field stresses

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3