Interpretation of shakedown limit from multistage permanent deformation tests

Transportation Research Record

Volumn , Issue 2167, 2010, Pages 72-82

  Song, Yonghui ^a   Ooi, Phillip S K ^b  

^a Geolabs Inc ^*  (United States)

^b University of Hawaii at Manoa   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

TESTING;

DEFORMATION TEST; DEVIATOR STRESS; GEOMATERIALS; MULTI-STAGES; MULTIPLE SAMPLES; PERMANENT DEFORMATIONS; RECYCLED MATERIALS; RESILIENT MODULUS; SHAKEDOWN LIMIT; SINGLE STAGE;

DEFORMATION;

EID: 78651325205     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2167-08     Document Type: Article

References (16)

1. ARA Inc. ERES Consultants Division. Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. Final report. NCHRP Project 1-37A. Transportation Research Board of the National Academies, Washington, D.C., 2004. http://www.trb.org/mepdg/ guide.htm.
2. Christopher, B. R., C. Schwartz, and R. Boudreau. Geotechnical Aspects of Pavements. Publication NHI-05-037. National Highway Institute, FHWA, U.S. Department of Transportation, 2006.
3. Haddock, J. A. E., J. T. Hand, H. Fang, and T. D. White. Determining Layer Contributions to Rutting by Surface Profile Analysis. ASCE Journal of Transportation Engineering, Vol. 131, No. 2, 2005, pp. 131-139.
4. Werkmeister, S. Permanent Deformation Behavior of Unbound Granular Materials in Pavement Constructions. PhD dissertation. Dresden University of Technology, Germany, 2003.
5. Lekarp F., U. Isacsson, and A. R. Dawson. State of the Art. II: Permanent Strain Response of Unbound Aggregates. ASCE Journal of Transportation Engineering, Vol. 126, No. 1, 2000, pp. 76-84.
6. Dawson, A. R., M. J. Mundy, and M. Huhtala. European Research into Granular Material for Pavement Bases and Subbases. In Transportation Research Record: Journal of the Transportation Research Board, No. 1721, TRB, National Research Council, Washington, D.C., 2000, pp. 91-99.
7. Cheung, L. W., and A. R. Dawson. Effects of Particle and Mix Characteristics on Performance of Some Granular Materials. In Transportation Research Record: Journal of the Transportation Research Board, No. 1787, Transportation Research Board of the National Academies, Washington, D.C., 2002, pp. 90-98.
8. CEN-European Committee for Standardization. Unbound and Hydraulically Bound Mixtures Test Methods. Part 7: Cyclic Load Triaxial Tests for Unbound Mixtures. EN 13286-7. 2004.
9. Saeed, A. NCHRP Report 598: Performance-Related Tests of Recycled Aggregates for Use in Unbound Pavement Layers. Transportation Research Board of the National Academies, Washington, D.C., 2008.
10. van Niekerk, A. A., A. A. A. Molenaar, and L. J. M. Houben. Effect of Material Quality and Compaction on the Mechanical Behaviour of Base Course Materials and Pavement Performance. Proc., 6th International Conference on the Bearing Capacity of Roads, Railways and Airfields, Lisbon, Portugal, 2002, pp. 1071-1079.
11. Aurstad, J., and I. Hoff. Crushed Asphalt and Concrete as Unbound Road Materials-Comparisons of Field Measurement and Laboratory Investigations. Proc., 6th International Conference on the Bearing Capacity of Roads, Railways and Airfields, Lisbon, Portugal, 2002, pp. 967-978.
12. Mohammad, L. N., A. Herath, M. Rasoulian, and Z. Zhang. Laboratory Evaluation of Untreated and Treated Pavement Base Materials: Repeated Load Permanent Deformation Test. In Transportation Research Record: Journal of the Transportation Research Board, No. 1967, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 78-88.
13. Aurstad, J., J. Aksnes, J. E. Dahlhaug, G. Berntsen, and N. Uthus. Unbound Crushed Concrete in High Volume Roads-A Field and Laboratory Study. 5th International Conference on Research and Practical Applications Using Wastes and Secondary Materials in Pavement Engineering, 2006.
14. Huurman, R., and A. A. A. Molenaar. Permanent Deformation in Flexible Pavements with Unbound Base Courses. In Transportation Research Record: Journal of the Transportation Research Board, No. 1952, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 31-38.
15. de Vos, K. UTS 009 Unbound Materials Resilient Modulus Test Software Reference. IPC Global, Boronia, Victoria, Australia, 2004.
16. Werkmeister, S., A. R. Dawson, and F. Wellner. Pavement Design Model for Unbound Granular Materials. ASCE Journal of Transportation Engineering, Vol. 130, No. 5, 2004, pp. 665-674.