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Volumn 139, Issue 11, 2013, Pages 1124-1132

Development of planning-stage models for analyzing continuous flow intersections

Author keywords

Continuous flow intersection; Geometric features; Link length design; Planning model

Indexed keywords

COMPREHENSIVE ANALYSIS; CONTINUOUS FLOW INTERSECTIONS; CONTINUOUS-FLOW; GEOMETRIC FEATURE; LEFT-TURN TRAFFIC; LINK LENGTH; PLANNING MODELS; STATE HIGHWAY ADMINISTRATIONS;

EID: 84885975940     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)TE.1943-5436.0000596     Document Type: Article
Times cited : (35)

References (13)
  • 2
    • 42149178513 scopus 로고    scopus 로고
    • Transportation Research Record No. 2023, Transportation Research Board, Washington, DC
    • El Esawey, M., and Sayed, T. (2007). "Comparison of two unconventional intersection schemes." Transportation Research Record No. 2023, Transportation Research Board, Washington, DC, 10-19.
    • (2007) Comparison of two unconventional intersection schemes. , pp. 10-19
    • El Esawey, M.1    Sayed, T.2
  • 6
    • 0032167045 scopus 로고    scopus 로고
    • Unconventional left-turn alternative for urban and suburban arterials: Part One
    • Hummer, J. E. (1998a). "Unconventional left-turn alternative for urban and suburban arterials: Part One." ITE Journal, 68(9), 26-29.
    • (1998) ITE Journal, , vol.68 , Issue.9 , pp. 26-29
    • Hummer, J.E.1
  • 7
    • 84982672947 scopus 로고    scopus 로고
    • Unconventional left-turn alternative for urban and suburban arterials: Part Two.
    • Hummer, J. E. (1998b). "Unconventional left-turn alternative for urban and suburban arterials: Part Two." ITE J. Web, 101-106.
    • (1998) ITE J. Web , pp. 101-106
    • Hummer, J.E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.