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

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 012
    Author(s): Shriniwas S. Arkatkar; V. Thamizh Arasan
    Publisher: American Society of Civil Engineers
    Abstract: Study of the basic traffic-flow characteristics and clear understanding of vehicular interaction are the prerequisites for highway capacity and level of service analyses and to formulate effective traffic regulation and ...
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    Microsimulation Study of Effect of Volume and Road Width on PCU of Vehicles under Heterogeneous Traffic 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 012
    Author(s): V. Thamizh Arasan; Shriniwas S. Arkatkar
    Publisher: American Society of Civil Engineers
    Abstract: The traffic volume and roadway capacity are the important basic inputs required for planning, analysis, and operation of roadway systems. Expressing traffic volume as number of vehicles passing a given section of road or ...
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    Reliability of Intergreen Interval Based on Combined Dilemma and Option Zones 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 002:;page 04022014
    Author(s): Said M. Easa; Narayana Raju; Shriniwas S. Arkatkar
    Publisher: ASCE
    Abstract: Currently, dilemma and option zones’ failures are independently used to analyze the intergreen interval at signalized intersections. Therefore, the present research work was initiated to integrate these failures. First, ...
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    Proposed Empirical Approach to Measuring Traffic String Stability 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 002:;page 04022005
    Author(s): Narayana Raju; Shubham Patil; Shriniwas S. Arkatkar; Said Easa
    Publisher: ASCE
    Abstract: This study originated with the intent of qualifying traffic string stability from empirical observations. A new responsiveness angle measure was developed to assess driver instincts under vehicle-following conditions. In ...
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