Effect of Organic Matter Components on the Mechanical Properties of Cemented Soil

Author:

Shao Li1,Ding Zhixuan1ORCID,Wang Suran12,Pan Kuashi1,Hu Chuxue1

Affiliation:

1. School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China

2. School of Intelligent Emergency Management, University of Shanghai for Science and Technology, Shanghai 200093, China

Abstract

The organic matter in soft clay tends to affect the properties of cement-stabilized soil. The influence degree of different organic matter varies. In this paper, the influence weights and mechanism of the main organic matter components fulvic acid and humic acid on the mechanical properties of cemented soil were investigated. Impacts of FA/HA (fulvic acid/humic acid) values and curing time on the unconfined compressive strength, deformation characteristics, and microstructure of cemented soil were explored through the unconfined compressive strength test and electrical resistivity test. The results show that with the increase of FA/HA, the unconfined compressive strength of cemented soil gradually decreased and the plastic properties enhanced. The increase in curing time changed the stress-strain relationship of cemented soil, and some specimens showed brittle damage. The initial resistivity and structural property parameters of cemented soil gradually decreased with the increasing FA/HA value and increased with the increase of curing time. It revealed the influence law of FA/HA and curing time change on the microstructure of cemented soil. Based on the experimental results, the quantitative relationship equations between FA/HA and curing time and unconfined compressive strength, failure strain, deformation modulus, and resistivity were established.

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shanghai

Publisher

MDPI AG

Subject

General Materials Science

Reference27 articles.

1. Fundamental parameters of cement-admixed clay—New approach;Lorenzo;J. Geotech. Geoenviron. Eng.,2004

2. The role of rice husk ash, cement and polypropylene fibers on the mechanical behavior of a soil from Guabirotuba formation;Transp. Geotech.,2021

3. Dynamic characterization of sand stabilized with cement and RHA and reinforced with polypropylene fiber;Ghorbani;J. Mater. Civ. Eng.,2019

4. Tensile behaviors of natural fiber and cement reinforced soil subjected to direct tensile test;Tran;J. Build. Eng.,2019

5. Research on Stability of loess Roadbed Reinforced with Cement-soil Mixing piles;Deng;J. Zhengzhou Univ. Eng. Sci.,2022

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

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