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    경량혼합토의 도로 노상층 재료 사용 가능성 평가 = Evaluation of Lightweight Soil as a Subgrade Material

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    https://www.riss.kr/link?id=A104951150

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    PURPOSES: It is to evaluate lightweight soil as a subgrade material based on mechanical tests and calculation of pavement performance.
    METHODS: In this research, various contents of cement and air foam are used to make lightweight soil using wasted dredged soil. Uniaxial compressive strength test is conducted to evaluate strength of 7 and 28 day cured specimens. Secant modulus was calculated based on the stress and strain relationship of uniaxial compressive strength test. Resilient modulus test was measured using by repeated triaxial compression test.
    The measured resilient modulus was used in layered elastic program to predict fatigue and rutting life at a given pavement structure.
    RESULTS : Uniaxial compressive strength increases as cement content increases but decrease as air foam content increases. Resilient modulus also increases as cement content increases and decrease as air foam content decrease.
    CONCLUSIONS: It is concluded that dredge clay soil can be used as subgrade layer material using by lightweight treated soil method.
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    PURPOSES: It is to evaluate lightweight soil as a subgrade material based on mechanical tests and calculation of pavement performance. METHODS: In this research, various contents of cement and air foam are used to make lightweight soil using wasted d...

    PURPOSES: It is to evaluate lightweight soil as a subgrade material based on mechanical tests and calculation of pavement performance.
    METHODS: In this research, various contents of cement and air foam are used to make lightweight soil using wasted dredged soil. Uniaxial compressive strength test is conducted to evaluate strength of 7 and 28 day cured specimens. Secant modulus was calculated based on the stress and strain relationship of uniaxial compressive strength test. Resilient modulus test was measured using by repeated triaxial compression test.
    The measured resilient modulus was used in layered elastic program to predict fatigue and rutting life at a given pavement structure.
    RESULTS : Uniaxial compressive strength increases as cement content increases but decrease as air foam content increases. Resilient modulus also increases as cement content increases and decrease as air foam content decrease.
    CONCLUSIONS: It is concluded that dredge clay soil can be used as subgrade layer material using by lightweight treated soil method.

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    참고문헌 (Reference)

    1 김준영, "송도 지역 실트질 점성토 고화처리를 위한 최적 배합 조건" 한국지반공학회 27 (27): 5-15, 2011

    2 Watabe, Y., "Use of Cement Treated Lightweight Soils made from Dredged Clays" 2012

    3 KS, "Standard test method for unconfined compression test of soils"

    4 Kim, D.H., "Simplification of Resilient Modulus Testing for Subgrades" Joint Transportation Research Program Technical, Indiana Department of Transportation and Purdue University 2006

    5 오정호, "Mechanistic-Empirical Guideline for Routine Overweight Truck Traffic Routes" 한국재난정보학회 9 (9): 1-10, 2013

    6 National Cooperation Highway Research Program(NCHRP), "Mechanistic-Empirical Design Guide of New and Rehabilitated Pavement Structure (MEPDG)"

    7 Jo, S. A., "Geotechnical Characteristics of an Aerated Soil Stabilizer Mixture as Backfill Material" 35 (35): 586-595, 2012

    8 Liu, H. L., "Effect of Different Mixing Ratios of Polystyrene Pre-Puff Beads and Cement on the Mechanical Behaviour of Lightweight Fill" 24 : 331-338, 2006

    9 Tsuchida, T., "Development of A Geomaterial from Dredged Bay Mud" 13 (13): 152-160, 2001

    10 Bae, Y. S, "Analysis of Determing the Mix Ratio and Strength for Lighweight Soils" 2010

    1 김준영, "송도 지역 실트질 점성토 고화처리를 위한 최적 배합 조건" 한국지반공학회 27 (27): 5-15, 2011

    2 Watabe, Y., "Use of Cement Treated Lightweight Soils made from Dredged Clays" 2012

    3 KS, "Standard test method for unconfined compression test of soils"

    4 Kim, D.H., "Simplification of Resilient Modulus Testing for Subgrades" Joint Transportation Research Program Technical, Indiana Department of Transportation and Purdue University 2006

    5 오정호, "Mechanistic-Empirical Guideline for Routine Overweight Truck Traffic Routes" 한국재난정보학회 9 (9): 1-10, 2013

    6 National Cooperation Highway Research Program(NCHRP), "Mechanistic-Empirical Design Guide of New and Rehabilitated Pavement Structure (MEPDG)"

    7 Jo, S. A., "Geotechnical Characteristics of an Aerated Soil Stabilizer Mixture as Backfill Material" 35 (35): 586-595, 2012

    8 Liu, H. L., "Effect of Different Mixing Ratios of Polystyrene Pre-Puff Beads and Cement on the Mechanical Behaviour of Lightweight Fill" 24 : 331-338, 2006

    9 Tsuchida, T., "Development of A Geomaterial from Dredged Bay Mud" 13 (13): 152-160, 2001

    10 Bae, Y. S, "Analysis of Determing the Mix Ratio and Strength for Lighweight Soils" 2010

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    학술지 이력

    학술지 이력
    연월일 이력구분 이력상세 등재구분
    2027 평가 재인증평가 신청대상 (재인증)
    2021-01-01 등재 등재학술지 유지 (재인증) KCI등재
    2018-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2015-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2011-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2009-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2006-01-01 등재 등재학술지 선정 (등재후보2차) KCI등재
    2005-05-29 학술지등록 한글명 : 한국도로학회논문집
    외국어명 : 미등록
    KCI등재후보
    2005-01-18 학회명변경 한글명 : 한국도로포장공학회 -> 한국도로학회
    영문명 : Korean Society Of Pavement Engineers -> Korean Society Of Road Engineers
    KCI등재후보
    2005-01-01 등재 등재후보 1차 PASS (등재후보1차) KCI등재후보
    2003-07-01 등재 등재후보학술지 선정 (신규평가) KCI등재후보
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    학술지 인용정보

    학술지 인용정보
    기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
    2016 0.27 0.27 0.23
    KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
    0.26 0.27 0.436 0.09
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