TECHNICAL PAPERS
Jul 15, 2004

Process and Case Illustration of Construction Innovation

Publication: Journal of Construction Engineering and Management
Volume 130, Issue 4

Abstract

This paper describes the major stages and component steps leading to the realization of the technical and commercial potential of a new construction technology. It encompasses a process of innovation and invention, which is generically applicable to any construction innovation. A case illustration of a new asphalt compaction technology is also described within each stage to provide a “real life” example. Motivation for the new technology came from the fact that existing, conventional rollers can cause serious damage to the compacted asphalt mat at the time of construction. This damage is in the form of construction cracks, often termed “roller checking,” which can result in accelerated, in-service deterioration. The new technology originally termed the “Asphalt Multi Integrated Roller” (AMIR), overcomes the problems of current rollers through stiffness compatibility with the asphalt mix and a different geometry than conventional rollers. Commercial realization of the technology has been achieved through a new generation of AMIR, termed “HIPAC.” The paper also provides background on the issues of concern to pavement engineers, including limitations of current compaction methods. It explains in functional terms the unique difference provided by the new technology. As well, it describes the major hurdles that were overcome to achieve commercial realization.

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References

Adb El Halim, A. O. (1985). “Influence of relative rigidity on the problem of reflection cracking.” Transportation Research Record 1007, Transportation Research Board, Washington, D.C., 53–58.
Abd El Halim, A. O. (1986). “Experimental and field investigation of the influence of relative rigidity on the problem of reflection cracking.” Transportation Research Record 1060, Transportation Research Board, Washington, D.C., 88–98.
Abd El Halim, A. O., Phang, W., and Haas, R. C. (1987). “Realizing structural design objectives through minimizing of construction induced cracking.” Proc., 6th Int. Conf. on Structural Design of Asphalt Pavements, Univ. of Michigan, Ann Arbor, Mich., Vol. I, 965–970.
Abd El Halim, A. O., Phang, W., and Mostafa El Gindy. (1988). “Extending the service life of asphalt pavements through the prevention of construction cracks.” Transportation Research Record 1178, Transportation Research Board, Washington, D.C., 1–8.
Finn, F. N., and Epps, J. A. (1980). “Compaction of hot mix asphalt concrete research.” Rep. 214-21, Texas Transportation Institute, College Station, Tex.
Potts, C. (1997). “Keynote address remarks.” Proc., 8th Int. Conf. On Asphalt Pavements, Univ. of Washington, Seattle.
Rickards, I., et al. (1999). “Practical realization of a new concept for asphalt compaction.” Transportation Research Record 1654, Transportation Research Board, Washington, D.C., 27–35.
Svec, O. J., and Abd El Halim, A. O.(1991). “Field verification of a new asphalt compactor, AMIR.” Can. J. Civ. Eng., 18(3), 465–471.

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Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 130Issue 4August 2004
Pages: 570 - 575

History

Received: Apr 8, 1999
Accepted: May 29, 2003
Published online: Jul 15, 2004
Published in print: Aug 2004

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Authors

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Abd El Halim Omar Abd El Halim
Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa ON, Canada K1S 5B6.
Ralph Haas
The Norman W. McLeod Engineering Professor and Distinguished Professor Emeritus, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1.

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