Effect of Gradient and Its Length on Performance of Vehicles under Heterogeneous Traffic Conditions-Reference-Cited by-同舟云学术

Effect of Gradient and Its Length on Performance of Vehicles under Heterogeneous Traffic Conditions

Published:2010-12 Issue:12 Volume:136 Page:1120-1136
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Arkatkar Shriniwas S.¹²,Arasan V. Thamizh¹²

Affiliation:

1. Assistant Professor, Civil Engineering Group, Birla Institute of Technology & Science, Pilani–333031, Rajasthan, India; formerly, Ph.D. Scholar, Dept. of Civil Engineering, Transportation Engineering Div., IIT Madras, Chennai, 600 036 Tamilnadu, India (corresponding author).

2. Professor, Dept. of Civil Engineering, Transportation Engineering Div., IIT Madras, Chennai, 600 036 Tamilnadu, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000177

Reference27 articles.

1. Aerde M. V. and Yagar S. (1984). “Capacity speed and platooning vehicle equivalents for two-lane rural highways.” Transportation Research Record: Journal of the TRB No. 971 TRB National Research Council Washington D.C. 58–67.

2. Developing Passenger Car Equivalency Factors for Heavy Vehicles during Congestion

3. Methodology for Modeling Highly Heterogeneous Traffic Flow

4. Archilla A. R. and Fernandez De Cieza A. O. (1996). “Truck performance on Argentinean highways.” Transportation Research Record No. 1555 Transportation Research Board Washington D.C. 114–123.

5. The highway development and management series;Bennett C. R.,2001

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