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Strength Characteristics of Low Cement Ratio Stabilizer Using Pozzolanic Material
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포졸란 물질을 이용한 저시멘트계 지반개량재의 강도 특성

논문 기본 정보

Type
Proceeding
Author
Jinwoo Cho (한국건설기술연구원) Juhyung Lee (한국건설기술연구원) Sungwook Kim (지아이) Eunkyeong Choi (지아이)
Journal
Korean Geo-Environmental Society Proceedings of Korean Geo-Environmental Society 2015년 한국지반환경공학회 정기총회 및 학술발표회
Published
2015.9
Pages
327 - 330 (4page)

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Strength Characteristics of Low Cement Ratio Stabilizer Using Pozzolanic Material
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Research history (2)

2015

Strength Characteristics of Low Cement Ratio Stabilizer Using Pozzolanic Material
Jinwoo Cho ,  Juhyung Lee ,  Sungwook Kim and others 1 Proceedings of Korean Geo-Environmental Society 2015.09 Proceeding

2006

Strength Characteristics of Low Cement Ratio Soil Stabilizer Using Industrial By-products
Jin Woo Cho ,  Yong Soo Lee ,  Jun Yu and others 1 Journal of the Korean Geotechnical Society 2006.04 Academic journal
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Abstract· Keywords

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An experimental investigation was carried out to evaluate the strength characteristics of low cement ratio soil stabilizer. The low cement ratio soil stabilizer has been developed by the replacement of certain part of cement with pozzolanic materials such as blast furnace slag, fly ash and by using activator. A series of unconfined compressive strength tests were performed to investigate and obtain high-strength composite soil stabilizer with large amounts of pozzolanic materials. Test results show that the replacement of certain part of cement with pozzolanic materials improved the strength and pore structure properties.
#Soil stabilizer #Cement #Pozzolanic materials #Activator #Unconfined compressive strength

Contents

SYNOPSIS
1. 서론
2. 실험재료 및 방법
3. 결과 고찰
4. 결론
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UCI(KEPA) : I410-ECN-0101-2016-532-001870779