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폐타이어-저회가 혼합된 유동성 복합지반재료의 공학적 특성

Engineering Properties of Flowable Composite Soil with Waste Tire and Bottom Ash

김윤태|강효섭
한국해양공학회 (The Korean Society of Ocean Engineers (KSOE))|2010.06|한국해양공학회지 (Journal of Ocean Engineering and Technology)|제24권 제3호|pp. 52-58

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참고문헌

키워드

Recycling 재활용Bottom ash 저회Waste tire powder 폐타이어 분말Unconfined compressive test 일축압축시험Flow test 유동성 시험
주제분류해양공학

초록

This study investigated the engineering properties of waste tire powder-bottom ash added composite soil, which was developed to recycle dredged soil, bottom ash, and waste tire powder. Test specimens were prepared using 5 different percentages of waste tire powder content (0%, 25%, 50%, 75%, and 100% by weight of the dry dredged soil), three different percentages of bottom ash content (0%, 50%, and 100% by weight of the dry dredged soil), and three different particle sizes of waste tire powder (0.1~2 mm, 0.9~5 mm, and 2~10 mm). Several series of unconfined compression tests, direct shear tests, and flow tests were conducted. The experimental results indicated that the waste tire powder content, particle size of waste tire powder, and bottom ash content influenced the strength and stress-strain behavior of the composite soil. The flow value increased with an increase in water content, but decreased with an increase in waste tire powder content.

Abstract

This study investigated the engineering properties of waste tire powder-bottom ash added composite soil, which was developed to recycle dredged soil, bottom ash, and waste tire powder. Test specimens were prepared using 5 different percentages of waste tire powder content (0%, 25%, 50%, 75%, and 100% by weight of the dry dredged soil), three different percentages of bottom ash content (0%, 50%, and 100% by weight of the dry dredged soil), and three different particle sizes of waste tire powder (0.1~2 mm, 0.9~5 mm, and 2~10 mm). Several series of unconfined compression tests, direct shear tests, and flow tests were conducted. The experimental results indicated that the waste tire powder content, particle size of waste tire powder, and bottom ash content influenced the strength and stress-strain behavior of the composite soil. The flow value increased with an increase in water content, but decreased with an increase in waste tire powder content.

참고문헌 (19)

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  2. 김윤태, "준설토와 Bottom Ash 재활용을 위한 복합지반재료 개발", 한국지반공학회논문집, 23(11), pp.77~85 (2007), 한국지반공학회
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  12. Japan Highway Public Corporation, "Mortar Flow Test, Japan Highway Public Corporation Test Method", JHS A, pp.313~ (1992)
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관련 논문AI추천

유동성 뒷채움재인 폐타이어 혼합경량토에 대한 실험적 연구강효섭, 김윤태한국해양공학회 · 한국해양공학회지2008 · 제22권 제5호직접전단시험에 의한 폐타이어 혼합경량토의 전단특성 연구강효섭, 김윤태한국해양공학회 · 한국해양공학회지2009 · 제23권 제3호준설토-저회-폐타이어 혼합경량토의 전단 및 CBR 특성강효섭, 김윤태한국해양공학회 · 한국해양공학회지2011 · 제25권 제3호입자파쇄에 따른 Bottom ash의 전단강도 변화김동근, 노수각, 박재성, 봉태호, 손영환, 윤태강한국농공학회 · 한국농공학회논문집2015 · 제57권 제6호섬유보강 혼합경량토의 역학적 특성 비교김윤태, 한우종한국해양공학회 · 한국해양공학회지2008 · 제22권 제4호Bottom Ash와 혼합재료의 혼합비 및 양생방법에 따른 강도특성 분석노수각, 박재성, 봉태호, 손영환, 최우석한국농공학회 · 한국농공학회논문집2013 · 제55권 제3호

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