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      KCI등재

      노상토 및 보조기층 재료의 변형특성 = Deformation Characteristics of Subgrade Materials and Soil at Abutment

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      https://www.riss.kr/link?id=A100924400

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      다국어 초록 (Multilingual Abstract)

      It is very important to select carefully backfill materials and build for the structural integrity of abutment in bridge. In general, backfill materials of unbound crushed stones (SB-1) are used to provide the safety of abutment structure and to reduc...

      It is very important to select carefully backfill materials and build for the structural integrity of abutment in bridge. In general, backfill materials of unbound crushed stones (SB-1) are used to provide the safety of abutment structure and to reduce differential settlement around abutment that is significantly related with performance of road pavement under working conditions. In this study, to evaluate the compatibility of backfill materials at abutment and to develop the abutment design program, i) basic properties of subgrade soils in Korea, ii) evaluation of deformational characteristics of backfill materials from RC/TS tests, cyclic TX tests and Creep tests were accomplished.

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      참고문헌 (Reference)

      1 Sun, C. W., "Stiffness and damping from the frequency response of a free-free specimen" The University of Texas at Austin 1993

      2 Su, W., "Static strength evaluation of cohesionless soil with oversize oarticles" Washington State University 1989

      3 Vaghela, J. G., "Smallstrain dynamic properties of dry sand from the freefree resonant column" Geotechnical Engineering Center, University of Texas at Austin 1995

      4 Ministry of Construction and Transportation, "Road design manual"

      5 AASHTO, "Resilient Modulus of Unbounded Granular Base/Subbase Materials and Subgrade Soils- SHRP Protocol P-46 AASHTO" AASHTO 1992

      6 Ministry of Construction and Transportation, "Korea pavement research program" 2002

      7 Sehn, A. L., "Experimental study of earth pressures on retaining structures, Geotechnical Engineering Division" Department of Civil Engineering, Virginia Polytechnic Institute and State University 1990

      8 Reeves, J. N., "Earth force reduction by a synthetic compressible inclusion" Virginia's Center for Innovative Technology 2000

      9 Kim, D. S., "Dynamic deformation characteristics of cohesionless soils in Korea using resonant column tests" 17 : 115-128, 2001

      10 Gomez, J. E., "Development of an extended hyperbolic model for concrete-to-soil Interfaces" Virginia Polytechnic Institute and State University 2000

      1 Sun, C. W., "Stiffness and damping from the frequency response of a free-free specimen" The University of Texas at Austin 1993

      2 Su, W., "Static strength evaluation of cohesionless soil with oversize oarticles" Washington State University 1989

      3 Vaghela, J. G., "Smallstrain dynamic properties of dry sand from the freefree resonant column" Geotechnical Engineering Center, University of Texas at Austin 1995

      4 Ministry of Construction and Transportation, "Road design manual"

      5 AASHTO, "Resilient Modulus of Unbounded Granular Base/Subbase Materials and Subgrade Soils- SHRP Protocol P-46 AASHTO" AASHTO 1992

      6 Ministry of Construction and Transportation, "Korea pavement research program" 2002

      7 Sehn, A. L., "Experimental study of earth pressures on retaining structures, Geotechnical Engineering Division" Department of Civil Engineering, Virginia Polytechnic Institute and State University 1990

      8 Reeves, J. N., "Earth force reduction by a synthetic compressible inclusion" Virginia's Center for Innovative Technology 2000

      9 Kim, D. S., "Dynamic deformation characteristics of cohesionless soils in Korea using resonant column tests" 17 : 115-128, 2001

      10 Gomez, J. E., "Development of an extended hyperbolic model for concrete-to-soil Interfaces" Virginia Polytechnic Institute and State University 2000

      11 Lee, K. H., "Development of alternative MR testing methods for subgrade and sub-base materials" Korea expressway corporation 1997

      12 Duncan, J. M., "Behavior and Design of Gravity Earth Retaining Structures, Proceedings of the Conference on Design and Performance of Earth Retaining Structures" 25 : 251-277, 1990

      13 Filz, G. M., "An experimental and analytical study of earth loads on rigid retaining walls, Geotechnical Engineering Division" Department of Civil Engineering, Virginia Polytechnic Institute and State University 1992

      14 AASHTO, "AASHTO Guide for Design of Pavement Structure" AASHTO 1993

      15 AASHTO, "AASHTO Guide for Design of Pavement Structure" AASHTO 1986

      16 Kim, D. S., "A reliable resilient modulus testing technique on subgrade soils" 16 : 81-91, 1996

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 계속평가 신청대상 (등재유지)
      2017-01-01 평가 우수등재학술지 선정 (계속평가)
      2015-12-02 학술지명변경 외국어명 : 미등록 -> Journal of the Korean Society of Agricultural Engineers KCI등재
      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-07 학술지명변경 한글명 : 한국농공학회지 -> 한국농공학회논문집 KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.53 0.53 0.45
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.41 0.41 0.525 0.08
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