Shakedown analysis of unbound granular materials using accelerated pavement test results from New Zealand's CAPTIF facility

Geotechnical Special Publication

Volumn , Issue 154, 2006, Pages 220-228

  Werkmeister, S ^a  

^a UNIVERSITY OF CANTERBURY   (New Zealand)

Author keywords

[No Author keywords available]

Indexed keywords

INDUSTRIAL RESEARCH; PARAMETER ESTIMATION; PAVEMENTS; PROJECT MANAGEMENT; SHEAR STRESS; STRAIN RATE; TEST FACILITIES;

BASECOURSE MATERIALS; REPEATED LOAD TRIAXIAL (RLT); UNBOUND GRANULAR MATERIALS (UGM);

GRANULAR MATERIALS;

EID: 33845412245     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40866(198)28     Document Type: Conference Paper

References (9)

1. Arnold, G. (2004). Rutting of Granular Pavements. PhD Thesis, University of Nottingham, Nottingham, UK.
2. Dawson, A. R. (1994). "The EMU System, Users Manual." 2nd Edition, University of Nottingham, Nottingham, UK.
3. European CEN Std EN 13286-7. 2003. Unbound and hydraulically bound mixtures, Test.
4. Sharp, R. W., Booker, J. R. (1984). "Shakedown of Pavements under Moving Surface Loads." ASCE Journal of Transportation Engineering, Vol. 110, No. 1, 1-14, USA.
5. Steven, B. D. (2005). Development and Verification of A Pavement Performance Model Suitable for Use with New Zealand Materials and Pavements, PhD Thesis, University of Canterbury, Christchurch, NZ.
6. th International Symposium UNBAR 6, Dawson, Nottingham, 229-238, UK.
7. Werkmeister, S., Dawson, A. R. and Wellner, F. (2001). "Design of granular pavement layers considering climatic conditions." Journal of Transportation Research Board, Geomaterials, No. 1837, 61-70, USA.
8. Werkmeister, S. (2003). Permanent deformation behaviour of unbound granular materials. PhD Thesis, University of Technology, Dresden, Germany.
9. th International Symposium on the Bearing Capacity of Roads and Airfields (BCRA), Trondheim, Norway.