525
Views
1
CrossRef citations to date
0
Altmetric
Research Article

T-shaped arrangement of geophones for rapid quantification of asymmetric behaviour of concrete slabs in central FWD tests

, , , , & ORCID Icon
Article: 2179050 | Received 21 Oct 2022, Accepted 03 Feb 2023, Published online: 10 Mar 2023

References

  • AASHTO, 2008. Mechanistic-Empirical Pavement Design Guide: A Manual of Practice. In: American Association of State Highway and Transportation Officials. Washington, D.C.
  • Bay, J., Stokoe II, K., and Jackson, J., 1995. Development and preliminary investigation of rolling dynamic deflectometer. Transportation Research Record, 1473, 43–54.
  • Briggs, R.C., et al. 2000. A comparison of the rolling weight deflectometer with the falling weight deflectometer. In: Nondestructive Testing of Pavements and Backcalculation of Moduli: Third Volume. ASTM STP 1375.
  • Coni, M., et al. 2021. Fast falling weight deflectometer method for condition assessment of RC bridges. Applied Sciences, 11 (4), 1743.
  • Darter, M.I., Hall, K.T., and Kuo, C.M., 1995. Support under Portland cement concrete pavements. National Cooperative Highway Research Program, Project 1-30 FY'93.
  • Díaz Flores, R., et al. 2021. Multi-directional falling weight deflectometer (FWD) testing and quantification of the effective modulus of subgrade reaction for concrete roads. International Journal of Pavement Engineering, 1–19. doi:10.1080/10298436.2021.2006651.
  • Fleming, P.R., Frost, M.W., and Lambert, J.P., 2007. Review of lightweight deflectometer for routine in situ assessment of pavement material stiffness. Transportation Research Record, 2004 (1), 80–87.
  • Hall, K.T., and Mohseni, A., 1991. Backcalculation of asphalt concrete-overlaid portland cement concrete pavement layer moduli. Transportation Research Record, 1293, 112–123.
  • Hall, K.T., et al. 1997. LTPP data analysis. phase I: Validation of guidelines for k-value selection and concrete pavement performance prediction. Federal Highway Administration, No. FHWA-RD-96-198.
  • Hoffman, M.S., and Thompson, M., 1980. Mechanistic interpretation of nondestructive pavement testing deflections. University of Illinois at Urbana-Champaign, FHWA/IL/UI-190.
  • Ioannides, A.M., 1990. Dimensional analysis in NDT rigid pavement evaluation. Journal of Transportation Engineering, 116 (1), 23–36.
  • Ioannides, A., Barenberg, E., and Lary, J., 1989. Interpretation of falling weight deflectometer results using principles of dimensional analysis. In: Proceedings, 4th International Conference on Concrete Pavement Design and Rehabilitation, Purdue University. 231–247.
  • Ioannides, A.M., and Khazanovich, L., 1998. Nonlinear temperature effects on multilayered concrete pavements. Journal of Transportation Engineering, 124 (2), 128–136.
  • Khazanovich, L., 1994. Structural analysis of multi-layered concrete pavement systems. Thesis (PhD). University of Illinois at Urbana-Champaign.
  • Khazanovich, L., and Ioannides, A.M., 1995. DIPLOMAT: analysis program for bituminous and concrete pavements. Transportation Research Record, 1482, 52–60.
  • Khazanovich, L., Tayabji, S.D., and Darter, M.I., 2001. Backcalculation of layer parameters for performance for LTPP test sections, volume I: Slab on elastic solid and slab on dense-liquid foundation analysis of rigid pavements. United States. Federal Highway Administration. Office of Engineering.
  • Losberg, A., 1960. Structurally reinforced concrete pavements. (Vol. 29), Akademiforlaget Gumperts.
  • Nazzal, M.D., et al. 2007. Evaluating the light falling weight deflectometer device for in situ measurement of elastic modulus of pavement layers. Transportation Research Record, 2016 (1), 13–22.
  • Packard, R.G., 1984. Thickness design for concrete highway and street pavements. Portland Cement Association.
  • Packard, R.G., and Tayabji, S.D., 1985. New PCA thickness design procedure for concrete highway and street pavements. In: Third International Conference on Concrete Pavement Design and Rehabilitation, West Lafayette. Purdue University.
  • Pratelli, C., et al. 2018. Preliminary in-situ evaluation of an innovative, semi-flexible pavement wearing course mixture using fast falling weight deflectometer. Materials, 11 (4), 611.
  • Smith, K.D., et al. 2017. Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis, Volume I. Federal Highway Administration, United States, FHWA-HRT-16-009.
  • Westergaard, H.M., 1926. Stresses in concrete pavements computed by theoretical analysis. Public roads.
  • Winkler, E., 1867. Die Lehre von der Elasticität und Festigkeit mit besonderer Rücksicht auf ihre Anwendung in der Technik [lessons on elasticity and strength of materials with special consideration of their application in technology]. H. Dominicus, Prague.