Recent foamed bituminous stabilisation works in Queensland

Paper


Logitharan, Lokanantham, Somasundaraswaran, Kathirgamalingam and Ramanujam, Jothi M.. 2014. "Recent foamed bituminous stabilisation works in Queensland." Hossain, Zakaria and Shiau, Jim (ed.) 4th International Conference on Geotechnique, Construction Materials and Environment (GEOMATE 2014). Brisbane, Australia 19 - 21 Nov 2014 Mie, Japan.
Paper/Presentation Title

Recent foamed bituminous stabilisation works in Queensland

Presentation TypePaper
AuthorsLogitharan, Lokanantham (Author), Somasundaraswaran, Kathirgamalingam (Author) and Ramanujam, Jothi M. (Author)
EditorsHossain, Zakaria and Shiau, Jim
Journal or Proceedings TitleProceedings of 4th International Conference on Geotechnique, Construction Materials and Environment (GEOMATE 2014)
Journal Citation4 (1), pp. 346-352
Number of Pages7
Year2014
Place of PublicationMie, Japan
ISBN9784990595838
Conference/Event4th International Conference on Geotechnique, Construction Materials and Environment (GEOMATE 2014)
Event Details
4th International Conference on Geotechnique, Construction Materials and Environment (GEOMATE 2014)
Parent
International Conference on Geotechnique, Construction Materials and Environment
Event Date
19 to end of 21 Nov 2014
Event Location
Brisbane, Australia
Abstract

Adapting foamed bitumen stabilisation is considered as the most cost effective approach in Queensland to expedite the rehabilitation works, especially after the major flood devastation in 2011. This paper presents the key changes made as well as the recent practices adapted during a road rehabilitation work to increase the return from the investment. In this process, initially, the designed width for subgrade lime stabilisation has been modified to minimize the moisture entry into the pavement. The dry modulus, three days soaked resilient modulus and retain modulus were used to identify the suitable base material for construction. In addition, a trial site was used to examine the bulking effect on base layer when adding lime as secondary agent, which helped to estimate the exact depth for foamed stabilisation. A few innovative techniques such as a two-layer compaction to effectively condense stabilised subgrade, was used to improve the quality of the outcome were also highlighted.

Keywordsfoamed bitumen; pedestrian footpath; flexible pavement; pavement rehabilitation; stabilisation
ANZSRC Field of Research 2020401699. Materials engineering not elsewhere classified
400505. Construction materials
400512. Transport engineering
Public Notes

Copyright 2014 by The GEOMATE International Society. In principle, no part of this publication may be reproduced without prior permission in writing from the publisher.

Byline AffiliationsDepartment of Transport and Main Roads, Queensland
School of Civil Engineering and Surveying
Institution of OriginUniversity of Southern Queensland
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