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    Heavy Haul Operation: Issues and Remedies 

    Source: Journal of Transportation Engineering, Part A: Systems:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Nazmul Hasan
    Publisher: ASCE
    Abstract: The paper investigates the causes of high-rate rail/weld failure on a heavy haul track using real life rail weld fracture data. The results show that despite the significant progress in rail manufacturing, and rail welding ...
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    Speed, Fatigue Test, and P2 Load Limit: Fatigue Strength of Railroad Rail 

    Source: Journal of Transportation Engineering, Part A: Systems:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Nazmul Hasan
    Publisher: ASCE
    Abstract: The allowable bending fatigue stress in a rail will determine the maximum allowable speed, which is then checked against the current operating speed. Therefore, some sensible value of allowable bending fatigue stress must ...
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    Lateral Stability of a Ballasted Curved Track 

    Source: Journal of Transportation Engineering, Part A: Systems:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Nazmul Hasan
    Publisher: ASCE
    Abstract: This paper investigates the status of lateral stability of a ballasted curved track, which is carried out under four loading scenarios in terms of the factor of safety against displacement as the indicator. Then, the ...
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    Allowable Bending Fatigue Stress of Rail in Terms of Hardness 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 001
    Author(s): Nazmul Hasan
    Publisher: American Society of Civil Engineers
    Abstract: In an earlier paper, allowable bending fatigue stress was expressed in terms of ultimate tensile strength. For many reasons, it is useful to express allowable bending fatigue stress in terms of hardness. Hardness is ...
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    Maximum Curving Speed 

    Source: Journal of Transportation Engineering, Part A: Systems:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Nazmul Hasan
    Publisher: American Society of Civil Engineers
    Abstract: Full equilibrium superelevations are rarely installed on tracks. Consequently, trains run on unbalanced superelevations. Currently, the maximum curving speed is modeled with blanket unbalanced superelevations. Blanket ...
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    Spiral Length Design 

    Source: Journal of Transportation Engineering, Part A: Systems:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Nazmul Hasan
    Publisher: American Society of Civil Engineers
    Abstract: In the literature, the length of a clothoid spiral usually is determined by three equations. These equations do not lead to the same length. As a result, all equations are applied and the maximum length is chosen. Of these ...
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    Allowable Bending Fatigue Stress of Rails 

    Source: Practice Periodical on Structural Design and Construction:;2015:;Volume ( 020 ):;issue: 002
    Author(s): Nazmul Hasan
    Publisher: American Society of Civil Engineers
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    Threshold Radius of a Ballasted CWR Curved Track: Curve Classification 

    Source: Journal of Transportation Engineering, Part A: Systems:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Nazmul Hasan
    Publisher: American Society of Civil Engineers
    Abstract: Different codes and railways specify different maximum curvatures for their track systems. The curve-negotiating capability of the vehicle dictates the absolute minimum radius used on a track system; other factors may also ...
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    Relationship between Twist, Jerk, and Speed: Twist-Tolerance Values and Measuring Chords 

    Source: Journal of Transportation Engineering, Part A: Systems:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Nazmul Hasan
    Publisher: ASCE
    Abstract: Twist is a track defect that affects comfort by inducing jerk and rolling and endangers the derailment safety of a vehicle by wheel off-loading. Currently, there is no formula in the literature that relates speed and jerk ...
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    Rail Pad Stiffness and Classification System 

    Source: Journal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 005
    Author(s): Nazmul Hasan
    Publisher: American Society of Civil Engineers
    Abstract: The aim of this paper is to design rail pad stiffness in terms of a general desirability range and to suggest a classification system. The design is based on an analysis of the effect of rail pad stiffness on key track ...
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