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      KCI등재

      Sulfur Polymer Emulsion을 활용한 반강성 포장용 시멘트 주입재의 특성

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      https://www.riss.kr/link?id=A100165897

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      다국어 초록 (Multilingual Abstract)

      the desulphurization process. To exploit this abundance, the applications of sulphur must be expanded. as excellent durability of reuse of leftover sulphur which has high potential for utilization in construction materials, the study is actively in progress. Meanwhile, there has been active research on semi-rigid pavements that draw on the strengths and overcome the weaknesses of asphalt and concrete pavements. Acrylate is used to prevent cracking but involves a high cost, thus, an alternative material is required. As such, this study presents methods on the reuse of leftover sulphur and examines the engineering performance of grout containing sulfur polymer emulsion (SPE) for use in semi-rigid pavements. Our analysis shows that grout in which 30% of acrylate is replaced with SPE has superior properties in terms of time of flow and strength compared to regular grout. However, performance declined when more than 50% of acrylate was replaced by SPE, indicating that the optimum replacement level is 30%. Through SEM analysis, we found that grout with utra harding cement in this study at three hours had similar hydration properties to that of Type 1 Ordinary Portland Cement (OPC) at seven days, and maintained the properties regardless of grout containing SPE. OPC and grout with a replacement level of 30% displayed similar levels of chloride invasion resistance, whereas grout without SPE was far less resistant. Within the scope of this paper, the optimum replacement level of acrylate with SPE was found to be 30% in consideration of various properties such as time of flow, strength, and chloride invasion resistance.
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      the desulphurization process. To exploit this abundance, the applications of sulphur must be expanded. as excellent durability of reuse of leftover sulphur which has high potential for utilization in construction materials, the study is actively in pr...

      the desulphurization process. To exploit this abundance, the applications of sulphur must be expanded. as excellent durability of reuse of leftover sulphur which has high potential for utilization in construction materials, the study is actively in progress. Meanwhile, there has been active research on semi-rigid pavements that draw on the strengths and overcome the weaknesses of asphalt and concrete pavements. Acrylate is used to prevent cracking but involves a high cost, thus, an alternative material is required. As such, this study presents methods on the reuse of leftover sulphur and examines the engineering performance of grout containing sulfur polymer emulsion (SPE) for use in semi-rigid pavements. Our analysis shows that grout in which 30% of acrylate is replaced with SPE has superior properties in terms of time of flow and strength compared to regular grout. However, performance declined when more than 50% of acrylate was replaced by SPE, indicating that the optimum replacement level is 30%. Through SEM analysis, we found that grout with utra harding cement in this study at three hours had similar hydration properties to that of Type 1 Ordinary Portland Cement (OPC) at seven days, and maintained the properties regardless of grout containing SPE. OPC and grout with a replacement level of 30% displayed similar levels of chloride invasion resistance, whereas grout without SPE was far less resistant. Within the scope of this paper, the optimum replacement level of acrylate with SPE was found to be 30% in consideration of various properties such as time of flow, strength, and chloride invasion resistance.

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      참고문헌 (Reference)

      1 박태순, "반강성포장의 성능 및 보수성 평가" 한국도로학회 10 (10): 73-82, 2008

      2 박강용, "반강성 덧씌우기 포장의 기능적 및 구조적 성능 평가" 대한토목학회 30 (30): 271-278, 2010

      3 Ministry of knowledge economy, "Supply and demand situation of mineral produce in 2011" Korea institute of geoscience and mineral resources 119-120, 2012

      4 "NT-Build 492, Concrte, Mortar and Cement-Based Repair Materials : Chloride Migration Coefficient from Non-Steady- State Migration Experiments"

      5 Baek, S. H., "Fracture toughness of semi-rigid asphalt concrete" Kangwon national university graduate school 2010

      6 Lee, B. J., "Flowing and strength properties of cement concrete grouts for bridge deck pavements using Sulfur Polymer Emulsion" 24 (24): 261-262, 2012

      7 "ASTM C 939:10, Standard Test Method for Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method)"

      1 박태순, "반강성포장의 성능 및 보수성 평가" 한국도로학회 10 (10): 73-82, 2008

      2 박강용, "반강성 덧씌우기 포장의 기능적 및 구조적 성능 평가" 대한토목학회 30 (30): 271-278, 2010

      3 Ministry of knowledge economy, "Supply and demand situation of mineral produce in 2011" Korea institute of geoscience and mineral resources 119-120, 2012

      4 "NT-Build 492, Concrte, Mortar and Cement-Based Repair Materials : Chloride Migration Coefficient from Non-Steady- State Migration Experiments"

      5 Baek, S. H., "Fracture toughness of semi-rigid asphalt concrete" Kangwon national university graduate school 2010

      6 Lee, B. J., "Flowing and strength properties of cement concrete grouts for bridge deck pavements using Sulfur Polymer Emulsion" 24 (24): 261-262, 2012

      7 "ASTM C 939:10, Standard Test Method for Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method)"

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      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2012-01-26 학회명변경 영문명 : Journal Of The Korea Institute For Structural Maintenance Inspection -> The Korea Institute For Structural Maintenance and Inspection KCI등재
      2012-01-19 학술지명변경 한글명 : 구조물진단학회지 -> 한국구조물진단유지관리공학회 논문집
      외국어명 : Journal of The Korea Institute for Structural Maintenance Inspection -> Journal of The Korea Institute for Structural Maintenance and Inspection
      KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-08-13 학회명변경 한글명 : 한국구조물진단학회 -> 한국구조물진단유지관리공학회 KCI등재
      2007-04-11 학회명변경 한글명 : (사)한국구조물진단학회 -> 한국구조물진단학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2003-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2001-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.36 0.36 0.31
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.28 0.27 0.496 0.13
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