Gyratory Compaction Analysis with Computer Tomography

Road Materials and Pavement Design

Volumn 4, Issue 4, 2003, Pages 401-422

  Partl, Manfred N ^a   Flisch, Alexander ^a   Jonsson M ^b  

^a SWISS FEDERAL LABORATORIES FOR MATERIALS SCIENCE AND TECHNOLOGY   (Switzerland)

^b ROYAL INSTITUTE OF TECHNOLOGY   (Sweden)

Author keywords

Asphalt; Computer tomography; Gyratory compaction

Indexed keywords

EID: 85008776547     PISSN: 14680629     EISSN: 21647402     Source Type: Journal    
DOI: 10.1080/14680629.2003.9689956     Document Type: Article

References (13)

1. JÖNSSON M., “Influence of Vibration Frequency and Amplitude on Asphalt Compaction”, Licentiate Thesis, Royal Institute of Technology Stockholm 2000, TRITAIP FR 00-70.
2. JÖNSSON M., PARTL M.N., FLISCH A., “Comparison of Different Compaction Methods Using X-ray Computer Tomography”, Eidgenössische Materialprüfungs-und Forschungsanstalt, Report No. 113/12 (EMPA No.FE 840544), March 2002.
3. NEUBAUER O., “Study of Selected Parameters Relevant for Gyratory Compaction”, International Workshop on the Use of the Gyratory Shear Compactor, LCPC, Nantes, December 12-13, 1996.
4. PARTL M. N., “Zum isothermen Kriechen eines bituminösen Mörtels unter mehrstufiger Belastung”, PhD Dissertation Federal Institute of Technology Zürich, ETHZ No. 7317, 1983.
5. PARTL M.N., NEUBAUER O., “Verdichtbarkeit von Walzasphalt im Gyrator: Einfluss von Wärmealterung und wiederholter Beanspruchung”, Strasse und Verkehr, No. 10, pp. 417-421, October 1997.
6. SHASHIDHAR N., “X-ray Tomography of Asphalt Concrete”, Transportation Research Record 1681, 1999.
7. SN 671 969b: “Bituminöses Mischgut, Marshall-Versuch”, Schweizer Norm, 1976.
8. SN 671 967a: “Bituminöses Mischgut: Rohdichte, Berechnen des Hohlraumgehaltes”, Schweizer Norm, 1981.
9. SN 640 431b:”Asphaltbetonbeläge: Konzeption, Anforderungen, Ausführungen”, Schweizer Norm, 1997.
10. SYNOLAKIS C.E., “Development of an Asphalt Core Tomographer”, SHRPA-656, 1993.
11. SYNOLAKIS C.E., ZHOU Z. and LEAHY R.M., “Determination of Internal Deformation Fiels in Asphalt Cores Using X-Ray Computer Tomography”, Transportation Research Record 1526, 1995.
12. TAKAHASHI S., PARTL M.N., “Improvement of Mix Design for Porous Asphalt”, Eidgenössische Materialprüfungs-und Forschungsanstalt, Report No. 113/11 (EMPA No.FE 840221), November 1999.
13. WANG L.B., FROST J.D. and SHASHIDHAR N., “Microstructure Study of WesTrack Mixes from X ray Tomgraphy Images”, Paper No. 01-2632, TRB Conference, January 7-11, 2001.