Aggregates are the major constituent of asphalt mix and the properties of the aggregates significantly affect the response of the asphalt mix. In the present study, the effect of angle of repose on the strength of asphalt mix was investigated using indirect tensile strength as a measure of the strength of the asphalt mix. Statistical relationships have been proposed between the overall angle of repose of the aggregates to the indirect tensile strength of the mix. As the measurement of angle of repose is a simple and quick test, it can be used as an indicator of the mix strength. This may be helpful in the preliminary mix design stage for selecting some mixes for further study, out of a large number of aggregate mix combinations that may be possible.
Article navigation
December 2014
Research Article|
November 06 2013
Effect of angle of repose of aggregates on asphalt indirect tensile strength value Available to Purchase
Ashish Kumar, BE, MTech;
Ashish Kumar, BE, MTech
Former Master's student, Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India
Search for other works by this author on:
Animesh Das, BE, MTech, PhD;
Animesh Das, BE, MTech, PhD
Professor, Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India
Search for other works by this author on:
Partha Chakroborty, BTech, MCE, PhD
Partha Chakroborty, BTech, MCE, PhD
Professor, Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
May 30 2013
Accepted:
October 07 2013
Online ISSN: 1747-6518
Print ISSN: 1747-650X
ICE Publishing: All rights reserved
2014
Proceedings of the Institution of Civil Engineers - Construction Materials (2014) 167 (6): 283–291.
Article history
Received:
May 30 2013
Accepted:
October 07 2013
Citation
Kumar A, Das A, Chakroborty P (2014), "Effect of angle of repose of aggregates on asphalt indirect tensile strength value". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 167 No. 6 pp. 283–291, doi: https://doi.org/10.1680/coma.13.00012
Download citation file:
Suggested Reading
The use of permeable materials for backfilling trenches
Proceedings of the Institution of Civil Engineers - Transport (August,2000)
Strength of a clay soil and soil–cement mixture with resin
Proceedings of the Institution of Civil Engineers - Ground Improvement (May,2013)
Stress history profiling in soils using OCD–G anisotropy relationship
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (October,2014)
Comparison of ballast index tests for railway trackbeds
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (July,2004)
Reduction of smear effects around PVD using thermo-PVD
Proceedings of the Institution of Civil Engineers - Ground Improvement (November,2008)
Related Chapters
Moorgate Shaft Base Slab, design, detailing and construction
Crossrail Project: Infrastructure design and construction
Paraffin wax as an internal curing agent in ordinary concrete
ICE Themes Smart Concrete
Mechanisms of water retention in cement pastes containing a self-curing agent
ICE Themes Smart Concrete
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
