GEOMETRIC DESIGN CONSISTENCY ON HIGH-SPEED RURAL TWO-LANE ROADWAYS
暂无分享,去创建一个
Lily Elefteriadou | Kay Fitzpatrick | Douglas W Harwood | D J Torbic | Ingrid B Potts | M D Wooldridge
[1] H S Levinson,et al. IMPACTS OF ACCESS MANAGEMENT TECHNIQUES , 1999 .
[2] Ross J Walker. COORDINATION OF BASIC INTERSECTION DESIGN ELEMENTS: AN OVERVIEW , 1993 .
[3] G Kanellaidis. Aspects of Highway Superelevation Design , 1991 .
[4] Stephen Wade Glascock. Relating geometric design consistency and accident experience on two-lane rural highways , 1991 .
[5] W D Glauz,et al. THE CAPABILITY AND ENHANCEMENT OF VDANL AND TWOPAS FOR ANALYZING VEHICLE PERFORMANCE ON UPGRADES AND DOWNGRADES WITHIN IHSDM , 2000 .
[6] Walter Schneider,et al. Training High-Performance Skills: Fallacies and Guidelines , 1985 .
[7] Kay Fitzpatrick,et al. Effects of Horizontal Curvature on Driver Visual Demand , 2000 .
[8] Abishai Polus,et al. Predicting Operating Speeds on Tangent Sections of Two-Lane Rural Highways , 2000 .
[9] Carroll J Messer. METHODOLOGY FOR EVALUATING GEOMETRIC DESIGN CONSISTENCY , 1980 .
[10] R Lamm,et al. The relationship between highway safety and geometric design consistency : A case study , 1995 .
[11] Joel P Leisch,et al. New concepts in design-speed application , 1977 .
[12] Xu Jian-hong. Road design and traffic safety , 2004 .
[13] Ruediger Lamm,et al. POSSIBLE DESIGN PROCEDURE TO PROMOTE DESIGN CONSISTENCY IN HIGHWAY GEOMETRIC DESIGN ON TWO-LANE RURAL ROADS , 1988 .
[14] A. D. Fisk,et al. Examination of the Role of “Higher-Order” Consistency in Skill Development , 1988, Human factors.
[15] H Lunenfeld,et al. DRIVER EXPECTANCY IN HIGHWAY DESIGN AND TRAFFIC OPERATIONS. FINAL REPORT , 1986 .
[16] Ruediger Lamm,et al. COMPARISON OF DIFFERENT PROCEDURES FOR EVALUATING SPEED CONSISTENCY , 1986 .
[17] C Zegeer,et al. SAFETY EFFECTIVENESS OF HIGHWAY DESIGN FEATURES. VOLUME II: ALIGNMENT , 1992 .
[18] Walter Schneider,et al. Controlled and automatic human information processing: II. Perceptual learning, automatic attending and a general theory. , 1977 .
[19] Geza Pesti,et al. Relationship of Design, Operating, and Posted Speeds on Horizontal Curves of Rural Two-Lane Highways in Nebraska , 2002 .
[20] George Kanellaidis. Human Factors in Highway Geometric Design , 1996 .
[21] Mashrur Chowdhury,et al. ANALYSIS OF ADVISORY SPEED SETTING CRITERIA , 1991 .
[22] P A Hancock,et al. Driver workload during differing driving maneuvers. , 1990, Accident; analysis and prevention.
[23] Kay Fitzpatrick,et al. DETERMINATION OF STOPPING SIGHT DISTANCES , 1997 .
[24] D L Woods,et al. SAFETY AT NARROW BRIDGE SITES , 1979 .
[25] C. Lave. Speeding, Coordination, and the 55 MPH Limit , 1985 .
[26] Lily Elefteriadou,et al. SPEED PREDICTION FOR TWO-LANE RURAL HIGHWAYS , 2000 .
[27] Mark D Wooldridge,et al. DESIGN CONSISTENCY AND DRIVER ERROR , 1994 .
[28] A. Sanders. Expectancy: application and measurement. , 1966, Acta psychologica.
[29] A Werner,et al. UNIFIED TRAFFIC FLOW THEORY MODEL FOR TWO LANE RURAL HIGHWAYS , 1984 .
[30] W. B. Knowles,et al. Operator Loading Tasks , 1963, Human factors.
[31] A. D. Fisk,et al. Consistent attending versus consistent responding in visual search: Task versus component consistency in automatic processing development , 1984 .
[32] Peter Bonsall,et al. Understanding Traffic Systems: Data Analysis and Presentation , 1996 .
[33] J R McLean. VEHICLE SPEEDS ON HIGH STANDARD CURVES , 1976 .
[34] A. D. Fisk,et al. The Role of Stimulus-to-Rule Consistency in Learning Rapid Application of Spatial Rules , 1988, Human factors.
[35] Daniel R. Jessen,et al. Operating Speed Prediction on Crest Vertical Curves of Rural Two-Lane Highways in Nebraska , 2001 .
[36] J R McLean. SPEEDS, FRICTION FACTORS AND ALIGNMENT DESIGN STANDARDS , 1988 .
[37] Ezra Hauer,et al. PREDICTION OF THE EXPECTED SAFETY PERFORMANCE OF RURAL TWO-LANE HIGHWAYS , 2000 .
[38] Omer Tsimhoni,et al. ALTERNATIVE DESIGN CONSISTENCY RATING METHODS FOR TWO-LANE RURAL HIGHWAYS , 2000 .
[39] John W. Senders,et al. THE ATTENTIONAL DEMAND OF AUTOMOBILE DRIVING , 1967 .
[40] R A Krammes,et al. GEOMETRIC INCONSISTENCIES AND ACCIDENT EXPERIENCE ON TWO-LANE RURAL HIGHWAYS , 1992 .
[41] John Mclean. An alternative to the design speed concept for low speed alinement design , 1978 .
[42] A Taragin,et al. DRIVER PERFORMANCE ON HORIZONTAL CURVES , 1954 .
[43] J Mclean. DRIVER SPEED BEHAVIOUR AND RURAL ROAD ALIGNMENT DESIGN , 1981 .
[44] Paul J Carlson,et al. DESIGN SPEED, OPERATING SPEED, AND POSTED SPEED PRACTICES , 2003 .