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Design of sustainable bituminous concrete pavement with cement–treated granular layers constructed on stabilized subgrade

Siva Rama Krishna Uppuluri (Department of Civil Engineering, GMR Institute of Technology, Rajam, India)
Yatin Chaudhary (Rigid Pavement Division, CSIR-Central Road Research Institute, New Delhi, India)
Mohan H. Badiger (Department of Civil Engineering, Siddaganga Institute of Technology, Tumkur, India and Department of Civil Engineering, SDM College of Engineering and Technology, Dharwad, India)
Vijaya Gowri Turumella (Department of Civil Engineering, Padmasri Dr BV Raju Institute of Technology, Narsapur, India)
Krishna Rao S. (Department of Civil Engineering, Padmasri Dr BV Raju Institute of Technology, Narsapur, India)
Keerthana E. (Department of Civil Engineering, GMR Institute of Technology, Rajam, India)

World Journal of Engineering

ISSN: 1708-5284

Article publication date: 12 July 2024

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Abstract

Purpose

Designing a sustainable bituminous concrete with long-term performance is a challenging problem. In addition, strength of the subgrade has a crucial impact on pavement design. This paper aims to concentrate on subgrade soil stabilization with granite dust powder (GDP) and crumb rubber powder (CRP) to improve the engineering properties of the soil. Further design of bituminous concrete pavement with cement-treated layers in base and subbase course layers was carried out with life cycle cost analysis and life cycle assessment for 1 km of a four-lane national highway.

Design/methodology/approach

Subgrade soil stabilized with GDP and CRP is characterized as per Indian Standards (IS)-2720 to determine the optimum dosage. Further, the mechanistic-empirical pavement design was carried out using Indian Road Congress-37 (2018), analyzed using IITPAVE software and validated with ANSYS software. The life cycle cost analysis is carried out using the net present value method, and the life cycle assessment is performed according to the cradle-to-grave approach.

Findings

A soil mix comprising 10% GDP and 2.5% CRP yielded a soaked California bearing ratio value of 6.58%. In addition, the design of bituminous concrete pavement with cement-treated granular layers showed a 26.9% reduction in life cycle cost and 59.4% reduction in total carbon footprint per kilometer compared to the pavement with traditional aggregate layers.

Originality/value

The research on subgrade stabilization with sustainable materials like GDP and CRP incorporating mechanistic empirical pavement design, life cycle cost analysis and life cycle assessment is limited. Overall, the study recommends the use of GDP and CRP to stabilize soil for subgrade application and incorporate cement-treated granular layers, which offer economic and environmental benefits compared to traditional pavement construction.

Keywords

Acknowledgements

The authors are thankful to GMR Institute of Technology for providing the necessary facilities in the laboratory to carry out the research work.

Funding: No external funding was sourced for the execution of this study.

Citation

Uppuluri, S.R.K., Chaudhary, Y., H. Badiger, M., Turumella, V.G., S., K.R. and E., K. (2024), "Design of sustainable bituminous concrete pavement with cement–treated granular layers constructed on stabilized subgrade", World Journal of Engineering, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/WJE-03-2024-0156

Publisher

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Emerald Publishing Limited

Copyright © 2024, Emerald Publishing Limited

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