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Comparison of Laboratory Compaction Methods Using X-ray Computer Tomography
Empa, Swiss Federal Laboratories for Materials Testing and Research, Road Engineering/Sealing Components, Dübendorf, Switzerland.
KTH.
2007 (English)In: International Journal on Road Materials and Pavement Design, ISSN 1468-0629, E-ISSN 2164-7402, Vol. 8, no 2, 139-164 p.Article in journal (Refereed) Published
Abstract [en]

Changes and differences in homogeneity of asphalt concrete specimens during Marshall and Rolling-Wheel compaction are investigated by means of standard air-void content determination (AV) and X-ray Computer Tomography (CT). Following an earlier study on Gyratory compaction with the same objective and material, this study, again, focuses on expert. mental aspects serving as a basis for laboratories and producers to optimize compaction procedures and devices. The results demonstrate that X-ray CT is a powerful tool leading to a better understanding of compaction mechanisms, In this way, X-ray CT may be considered very suitable for developing improved laboratory compaction methods and procedures.

Place, publisher, year, edition, pages
2007. Vol. 8, no 2, 139-164 p.
Keyword [en]
computer tomography, Marshall compaction, rolling-wheel compaction, asphalt concrete
National Category
Infrastructure Engineering
Identifiers
URN: urn:nbn:se:kth:diva-88403DOI: 10.3166/RMPD.8.139-164ISI: 000247256500002Scopus ID: 2-s2.0-34547347381OAI: oai:DiVA.org:kth-88403DiVA: diva2:502262
Note

TSC import 1512 2012-02-14. QC 20120302

Available from: 2012-02-14 Created: 2012-02-14 Last updated: 2017-12-07Bibliographically approved

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