Effect of Rheology on the Bitumen Foamability and Mechanical Properties of Foam Bitumen Stabilised Mixes
The use of foamed-bitumen stabilization technique is growing steadfastly and it is gaining wide spread acceptance in many different countries. This technique is new to New Zealand and it just has started to achieve some acceptance within the highway construction industry. In the first part of this work, bitumens from seven different bitumen sources were collected and examined. Three sources that are currently used in New Zealand, three bitumens are from three sources in California in the US, and one source is imported from Australia. The physical properties of bitumens such as penetration, viscosity and softening point, in addition to foamability tests were carried out on these bitumens samples in order to examine the effect of bitumen source, grade and bitumen rheology on the characteristics of the resulting foam. Mixes with similar gradation were prepared with the foam bitumen resulting from the different grades and sources were subjected to resilient modulus tests to examine the mechanical properties, temperature and moisture susceptibility. It was proved that the use of temperature susceptible binders does not have a direct effect on the foaming properties. However, the resulting mixtures are likely to be sensitive to temperature change. Temperature susceptibility of foamed stabilised mixes is lower than that of the hot mix asphalt (HMA). Foamed stabilised mixes exhibited a significantly improved moisture resistance as the mixes kept their integrity and strength and they did not deteriorate significantly, even after 5 days of continuous soaking in water. The average index of retained stiffness (IRS) value of 86% was observed which is reasonably high and comparable with that recommended for the HMA mixes. Indirect tensile strength (ITS), fracture energy and fatigue life were examined and compared with HMA.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/44544515
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Supplemental Notes:
- Abstract reprinted with permission from Taylor and Francis
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Authors:
- Saleh, Mofreh Fawzy
- Publication Date: 2007-6
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 99-110
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Serial:
- International Journal of Pavement Engineering
- Volume: 8
- Issue Number: 2
- Publisher: Taylor & Francis
- ISSN: 1029-8436
- Serial URL: http://www.tandf.co.uk/journals/titles/10298436.html
Subject/Index Terms
- TRT Terms: Bitumen; Bituminous binders; Bituminous mixtures; Foams; Hot mix asphalt; Materials at high or low temperatures; Materials tests; Mechanical properties; Modulus of resilience; Rheology; Road construction; Samples; Stabilized materials
- Uncontrolled Terms: Moisture susceptibility; Temperature susceptibility
- Geographic Terms: Australia; California; New Zealand
- Subject Areas: Highways; Materials; Pavements; I23: Properties of Road Surfaces; I31: Bituminous Binders and Materials;
Filing Info
- Accession Number: 01051743
- Record Type: Publication
- Files: TRIS
- Created Date: May 31 2007 10:03AM