Research and Evaluation of Methods for Determining Deformation Modulus of Road Subgrade and Frost Blanket Course

Authors

  • Lina Bertulienė Dept of Roads, Vilnius Gediminas Technical University, Saulėtekio al. 11, LT-10223 Vilnius, Lithuania
  • Alfredas Laurinavičius Dept of Roads, Vilnius Gediminas Technical University, Saulėtekio al. 11, LT-10223 Vilnius, Lithuania

DOI:

https://doi.org/10.3846/1822-427X.2008.3.71-76

Keywords:

road pavement deformation, dynamic deformation modulus, static deformation modulus, Falling Weight Deflectometer (FWD)

Abstract

Pavement structural strength is one of the main indices determining pavement ability to carry traffic loads. In determining deformation modulus of pavement structure the static and dynamic non-destructive methods are worldwide used, however, in many countries, when designing and building pavement structures, the strength of road pavement structure is characterized by a static deformation modulus. In order to find out and compare the accuracy of testing results of using the static and dynamic methods, in 2007 the Automobile Road Research Laboratory of the Vilnius Gediminas Technical University carried out the comparable measurements of the subgrade and frost blanket course of a test road section with the help of four measuring devices. Measurements were carried out with each device on the same layer of the road pavement structure. Based on the study findings, the dependence of device measuring results on the subgrade and frost blanket course is presented.

References

Aavik, A. 2003. Methodical basis for the evaluation of pavement structural strength in Estonian pavement management system (EPMS). Doctoral thesis of Tallinn Technical University. Faculty of Civil Engineering, Tallinn.

Čygas, D.; Laurinavičius, A.; Vaitkus, A.; Motiejūnas, A.; Bertulienė, L. 2008. Automobilių kelių eksperimentinių dangų bandomojo ruožo įrengimas, ilgalaikiai jo tyrimai, rezultatų analizė ir vertinimas (1, 2, 3 etapai) (1 etapas): Mokslo darbo ataskaita [Construction of a test section of experimental road pavement, long-term researches, analysis and evaluation of results (stages 1, 2, 3) (stage 1)], [Report of Research Work]. Vilnius. 91 p.

Hoffman, M. S.; Thompson, M. P. 1982. Back calculating nonlinear resilient module from deflection data, Transportation Research Record 852: 42–51.

Hudson, W. R.; Elkins, G. E.; Uddin, W.; Reilley, K. T. 1987. Evaluation of pavement deflection measuring equipment. Final report.

FHWA-TS-87-208, ARE Engineering Consultants, Incorporated, Federal Highway Administration, USA. 170 p.

Laurinavičius, A.; Oginskas, R. 2006. Experimental research on the development of rutting in asphalt, Journal of Civil Engineering and Management 12(4): 311–317.

Šiaudinis, G. 2006. Relationship of road pavement determination moduli, determined by different methods, The Baltic Journal of Road and Bridge Engineering 1(2): 77–81.

Šiaudinis, G. 2007. Lietuvos automobilių kelių nestandžių dangų konstrukcijų stiprumo nustatymo metodai: daktaro disertacija [Methods for determining the structural strength of flexible pavements on Lithuania’s Roads. Doctoral Dissertation]. Vilnius, 150 p.

Vaitkus, A.; Laurinavičius, A.; Čygas, D. 2005. Analysis and evaluation of determination methods of non-rigid pavement structures’ deformation modulus, in Proc of the 6th International Conference “Environmental Engineering”: Selected papers, vol. 2. Ed. by D. Čygas, K. D. Froehner. May 26–27, 2005, Vilnius, Lithuania. Vilnius: Technika, 792–795.

Washington State Department of Transportation [online]. 2006. WSDOT Pavement Guide [cited 10 Sept 2007]. Available from Internet: http://training.ce.washington.edu/WSDOT/Modules/09_pavement_evaluation/09-5_body.htm.

Downloads

Published

29.06.2008

How to Cite

Bertulienė, L., & Laurinavičius, A. (2008). Research and Evaluation of Methods for Determining Deformation Modulus of Road Subgrade and Frost Blanket Course. The Baltic Journal of Road and Bridge Engineering, 3(2), 71-76. https://doi.org/10.3846/1822-427X.2008.3.71-76