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Speed prediction models for heavy passenger vehicles on rural highways based on an instrumented vehicle study

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dc.contributor.author Malaghan, Vinayak Devendra
dc.date.accessioned 2026-05-14T10:54:16Z
dc.date.available 2026-05-14T10:54:16Z
dc.date.issued 2020-08
dc.identifier.uri https://www.tandfonline.com/doi/full/10.1080/19427867.2020.1811005
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/21323
dc.description.abstract This study developed operating speed prediction models on tangents, curves, and tangent-to-curve transitions for heavy passenger vehicles (HPVs), using continuous speed profiles. Continuous speed profile data for HPVs were collected on two-lane rural highway sections, spanning a total length of 77 km. The curve radius, degree of curve, and preceding tangent length were found to be the influencing variables in predicting both the operating speed on the horizontal curves and the operating speed differential from tangent-to-curve transitions. The study also modeled the relationship between the differential of the 85th percentile operating speed (Δ⁢𝑉85) and 85th percentile operating speed differential (Δ85⁢𝑉). The analysis results from empirical data revealed that Δ⁢𝑉85 underestimates Δ85⁢𝑉 by 5.01 km/h. The reliability of the developed models was validated and compared with existing models from literature. The study highlights the significance of using continuous speed profile data to calibrate the operating speed models. en_US
dc.language.iso en en_US
dc.publisher Taylor & Francis en_US
dc.subject Civil engineering en_US
dc.subject Continuous speed data en_US
dc.subject Design consistency en_US
dc.subject Heavy vehicles en_US
dc.subject Operating speed profiles en_US
dc.subject Rural highways en_US
dc.title Speed prediction models for heavy passenger vehicles on rural highways based on an instrumented vehicle study en_US
dc.type Article en_US


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