박사

차량 롤(roll) 거동과 원더링을 고려한 도로포장 평탄성 지수 개발 = Development of a Pavement Roughness Index considering Roll and Wandering of Vehicle

이재훈 2017년
논문상세정보
    • 저자 이재훈
    • 형태사항 26 cm: 165 p.
    • 일반주기 지도교수: 조윤호
    • 학위논문사항 중앙대학교 대학원, 학위논문(박사)-, 토목공 도로 및 교통 공학, 2017. 8
    • DDC 624
    • 발행지 서울
    • 언어 kor
    • 출판년 2017
    • 발행사항 중앙대학교 대학원
    유사주제 논문( 366)
' 차량 롤(roll) 거동과 원더링을 고려한 도로포장 평탄성 지수 개발 = Development of a Pavement Roughness Index considering Roll and Wandering of Vehicle' 의 주제별 논문영향력
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' 차량 롤(roll) 거동과 원더링을 고려한 도로포장 평탄성 지수 개발 = Development of a Pavement Roughness Index considering Roll and Wandering of Vehicle' 의 참고문헌

  • 한국도로공사, , 포장성능 개선방안 수립
    한국도로공사 [2009]
  • 한국도로공사, , 포장 평탄성 지수 IRI 적용 방안
    한국도로공사 [2009]
  • 한국도로공사, , 포장 관리 및 유지보수 실무 편람, 한국도로공사
    AN01585-000064-14 [2012]
  • 한국도로공사, , 터널 포장 평탄성 향상을 위한 포장장비 관리 및 시공 방 안
    한국도로공사 [2011]
  • 한국도로공사, , 유지관리공사 포장 평탄성 관리방안
    한국도로공사 [2011]
  • 한국도로공사, , 소형 IRI 평탄성 측정장비 유지관리방안
    한국도로공사 [2015]
  • 한국도로공사, , 고속도로 포장상태 조사 및 분석(연구부분)
    한국도로공사 [2006]
  • 한국도로공사, , 고속도로 포장상태 조사 및 분석(HPMS 연구부분)
    한국도 로공사 [2011]
  • 한국도로공사, , 고속도로 포장 평탄성 관리기준 개선
    한국도로공사 [2009]
  • 한국도로공사, , 갓길차로제(LCS) 시행 개선방안 수립
    한국도로공사 [2015]
  • 차량승차감 평가지수 개발에 대한 연구
    김승한 장진회 장한기 정용현 한국소음진동공학회 추계학술대회논문집, 450-454 [2001]
  • 이중 사선 센서배열을 통한 고속 축하중 계측 기법의 개발과 적 용에 관한 연구
    권순민 한양대학교 교통공학과 박사학위 논문 [2010]
  • 대한토목학회, , 토목용어사전
    대한토목학회 [2000]
  • 다차로 고속도로 차량 횡방향 주행궤적에 의한 차로별 적정폭 연구
    서종남 이풍희 장명순 대한교통공학회지 제 15권 제1호, 129-156 [1997]
  • 국토해양부, , 도로포장 통합 지침
    국토해양부. 11-1611000-002031-01 [2011]
  • 고속도로 이용의 효율성 증대를 위한 고속 축하중 측정 시스템 개발
    권순민 서영국 손덕수 한국도로공사 도로교통연구원, 연구원-2011-16- 534.9607. [2010]
  • 건설교통부, , 한국형 포장 설계법 개발과 포장 성능개선 방안 연구, 1단계 3차년도 최종보고서
    건설교통부 [2004]
  • Yoder, E.J. & Milhous, R.T., (1965), Comparison of Different Methods of Measuring Pavement Condition : Interim Report, NCHRP Report 7.
  • Torgerson, W.S., (1958), Theory and Methods of Scaling, J ohn Wiley & Sons, Inc.
  • Smith, K.L. & Smith, K.D. & Evans, L.D. & Hoerner, T.E. & Darter, T.E. & Woodstrom, J.H., (1997), Smoothness Specifications for Pavements, NCHRP Project 1-31, Final Report.
  • Shafizadeh, K. & Mannering, F. & Pierce, L., (2002), A Statistical Analysis of Factors Associated with Driver-Perceived Road Roughness on Urban Highways, Washington State Transportation Center , WA-RD 538.1.
  • Sayers, M.W., (1995), On the Calculation of International Roughness Index from Longitudinal Road Profile, Highway Research Record 1501, 1-12.
  • Sayers, M.W. & Karamihas, S.M., (1998), The Little Book of Profiling – Basic Information about Measuring and Interpreting Road Profiles, University of Michigan Transportation Research Institute, USA.
  • Sayers, M.W. & Gillespie, T.D. & Queiroz, C A.V., (1986), The International Road Roughness Experiment–A Basis for Establishing a Standard Scale for Road Roughness Measurements, Highway Research Record 1084, 76-85.
  • Sayers M.W., (1989) Two Quarter-Car Models for Defining Road Roughness: IRI and HRI, Transportation Research Record 1215, 165-172.
  • Sayers M.W. & Karamihas S.M., (1996), Interpretation of Road Roughness Profile Data, FHWA-RD-96-101, UMTRI-96-19, Final Report.
  • SPSS(PASW) 회귀분석, 제3판
  • Robbins, M.M. & Tran, N., (2015), Literature Review : The Effect of Pavement Roughness on Vehicle Operating Costs, NCAT Report 15-02.
  • Perera R. & Kohn S., (2004), Effect of Variation of Simulation Speed of Quarter Car In The Iri Algorithm, Transportation Research Record 1889, 144-151.
  • Nick, J B. & Janoff, M.S., (1983), Evaluation of Panel Rating Methods for Assessing Pavement Ride Quality, Highway Research Record 946, 5-13.
  • Nakamura, V.F. & Michael, H.L., (1963), Serviceability Ratings of Highway Pavements, Highway Research Board Record No. 40. 21-36.
  • Nair, S.K. and W.R. Hudson (1986). “Serviceability Prediction From User-Based Evaluations of pavement Ride Quality,” Transportation Research Record 1084, 66-72.
  • Montgomery D.C. & Runger G.C., (1994), Applied Statistics and Probability for Engineers, Third Edition, J ohn Wiley & Sons, Inc.
  • Long, M.T., (2016), On the Statistical Correlation between the Heave, Pitch and Roll Motion of Road Transport Vehicles, Master’s Thesis, Victoria University.
  • Loizos A. & Golias J. & Kanellaidis G. & Kondou M., (1994), Effects of Road User Characteristics and Vehicle Type on Road Roughness Perception, Road and Transfer Research Vol.3 No.4, 56-64.
  • Kuemmel, D. & Robinson, R. & Griffin, R.J. & Sonntag, R. & Gisie, J., (2001), Public Perceptions of the Midwest’s Pavements – Iowa –Phase Ⅲ, Transportation Research Center, Transportation Technical Reports 9-1-2001.
  • Jiang, Z. & Streit, D.A. & EI-Gindy, M., (2001), Heavy Vehicle Ride Comfort : Literature Survey, International J ournal of Heavy Vehicle Systems, Vol.8(3) .
  • Janoff, M.S. & Nick, J.B., (1983), “Effects of Vehicle and Driver Characteristics on the Subjective Evaluation of Road Roughness”, ASTM Special Technical Publication No 884, T.D. Gillespie and M. Sayer, Eds. 111-126.
  • ISO, (1997), Mechanical vibration and shock - Evaluation of human exposure to whole-body vibration, ISO-2631-1.
  • Hutchinson, B.G., (1963). Principle of Subjective Rating Scale Construction. Highway Research Record 46, 60-70.
  • Holbrook, L.F., (1970), Prediction of Subjective Response to Road Roughness by Use of the Rapid Travel Profilometer, Highway Research Record 291, 212-226.
  • Heidensreich, W. & Hunt, L., (1998), Pavement Smoothness Indices, Research Brief, ODOT Technology Transfer Center/Research Unit.
  • Golroo, A. & Tighe, S.L., (2012), Development of Panel Rating Protocol and Condition Evaluation Model for Pervious Concrete Pavement, J ournal of Transportation Engineering 138, 315-323.
  • Gillespie, T.D., (1985), Heavy truck ride, Society of Automotive Engineers, SAE Technical Paper, SP-607.
  • Fwa, T.F. & Gan, K.T., (1989), Bus Ride Panel Rating of Pavement Serviceability, J ournal of Transportation Engineering 115, 176-191.
  • Fernando, E. & Lee, N.Y., (1999), Documentation of Ride Surveys Conducted in Project 4901. Technical Memorandum. Texas Transportation Institute.
  • Chou, C.P. & Wu, C.L., (1997), Evaluation of Panel Characteristics and User-Based Pavement Serviceability, Transportation Research Record 1592, 98-106.
  • Carey Jr, W.N. & Irick, P.E., (1960), The Pavement Serviceability Performance Concept, Highway Research Board Bulletin No. 250. 40-58.
  • Buiter, R. & Cortenraad, W.M.H & van Eck, A. C. & Van Rij, H., (1989) Effects of the Transverse Distribution of Heavy Vehicles on the Thickness Design of Full-Depth Asphalt Pavements, Transportation Research Record 1227, 66-74.
  • Bester, C.J., (2003), The Effect of Road Roughness on Safety, In Transportation Research Board Annual Meeting, USA.
  • ASTM E867-06, (2012), Standard Terminology Relating to Vehicle-Pavement Systems, ASTM International, USA.