Predicting rutting in unbound granular basecourses from Loadman and other in situ non-destructive tests

Road and Transport Research

Volumn 6, Issue 3, 1997, Pages 16-24

  Pidwerbesky, B ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATED PAVEMENT TESTING; CORRELATION ANALYSIS; EFFECTIVE TESTING; FALLING WEIGHT DEFLECTOMETERS; FUTURE PERFORMANCE; IN-SITU; NEW ZEALAND; NON-DESTRUCTIVE TEST; NUCLEAR DENSITIES; PAVEMENT PERFORMANCE; RELATIVE PERFORMANCE; RUT DEPTH; TEST RESULTS;

COMPACTION; CUSTOMER SATISFACTION; NONDESTRUCTIVE EXAMINATION; QUALITY CONTROL; TOTAL QUALITY MANAGEMENT;

PAVEMENTS;

EID: 0002700602     PISSN: 10375783     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

1. FLEMING, P.R. and ROGERS, C.D.F. (1995) Assessment of pavement foundations during construction. Proceedings of the Institution of Civil Engineers: Transport, 11(2), pp.105-115.
2. GROSS,C. (1993). Useofa Portable Falling Weight Deflectometer -"Loadman". Road and Transport Laboratory Publication no. 20. (University of Oulu: Oulu, Finland).
3. HENNEVELD, R. (1995). In-situ measurements of the bearing capacity of granular base courses, unbound aggregates in roads. In: DAWSON, A. and JONES, R. (eds) Proceedings of UNBAR4 Conference. (Department of Civil Engineering, University of Nottingham: Nottingham).
4. KENNEDY,J.B.andNEVILLE,A.M.(1976).Basic Statistical Methods for Engineers and Scientists. 2nd ed. (Harper and Row: New York).
5. LAY, M.G. (1990). Handbook of Road Technology. (Gordon and Breach Science Publishers: London).
6. LI VNEH, M. (1997). A single measurement with the portable FWDtoestimate in-situ asphalt-Iayer moduli.Paper 970104. Proceedings of the Transportation Research Board 76th Annual Meeting, Washington, D.C. (TRB: Washington, DC).
7. PIDWERBESKY, B.D. (1988). Inaugural project at New Zealand's modern pavement testing facility. Proc. 14th ARRB Conference, 14(8), pp.1-7.
8. STEVEN, B.D. and DE PONT, J.(1996). Dynamic loading effects on pavement performance - the OECD DIVINE test at CAPTIF. Proc. Transit New Zealand Land Transport Symposium and 18th ARRB Conference, 18(3), pp.93-107.
9. TRANSIT NEW ZEALAND. (1985). Crushed Basecourse Aggregate. Specification M/4. (Transit New Zealand: Wellington).
10. ULLIDTZ, P. (1988). PAS1 - Pavement Analysis Software. (Ullidtz Consultants: Humleback, Denmark).