Cement-grouted bituminous (CGB) mix is a semi-flexible type of pavement comprising an open-graded (porous) bituminous mix grouted with a cementitious mortar. CGB mixes have the advantages of both flexible and rigid pavements. This hybrid material of bituminous mix and cement grout offers better rut resistance and is more resistant to fuel and oil spillage compared to conventional bituminous mixes. This paper presents the details of different investigations carried out for the evaluation of the permanent deformation characteristics of different CGB mixes. A conventional bituminous concrete mix was also tested for comparison. The permanent deformation susceptibility of different CGB mixes was evaluated in a wheel tracking test facility. The rut depth developed after 20 000 load applications in the specimens conditioned at 60°C was correlated to different porous bituminous mix and CGB mix parameters. The empirical models presented in this paper will be useful for estimating the relative rutting performance of different CGB mixes in terms of their design parameters such as aggregate gradation, binder content and air voids in the mix.
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March 2023
Research Article|
March 20 2020
Empirical models for permanent deformation of cement-grouted bituminous mixes Available to Purchase
Daka Sita Rami Reddy, PhD;
Daka Sita Rami Reddy, PhD
Assistant Professor, Civil Engineering Department, Vivesvaraya National Institute of Technology, Nagpur, India (corresponding author: dsramreddy@gmail.com)
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Kusam Sudhakar Reddy, PhD
Kusam Sudhakar Reddy, PhD
Professor, Civil Engineering Department, IIT Kharagpur, Kharagpur, India
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Publisher: Emerald Publishing
Received:
March 06 2019
Accepted:
December 09 2019
Online ISSN: 1747-6518
Print ISSN: 1747-650X
ICE Publishing: All rights reserved
2020
Proceedings of the Institution of Civil Engineers - Construction Materials (2023) 176 (2): 72–80.
Article history
Received:
March 06 2019
Accepted:
December 09 2019
Citation
Reddy DSR, Reddy KS (2023), "Empirical models for permanent deformation of cement-grouted bituminous mixes". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 176 No. 2 pp. 72–80, doi: https://doi.org/10.1680/jcoma.19.00020
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