Vol. 21
Latest Volume
All Volumes
PIERB 109 [2024] PIERB 108 [2024] PIERB 107 [2024] PIERB 106 [2024] PIERB 105 [2024] PIERB 104 [2024] PIERB 103 [2023] PIERB 102 [2023] PIERB 101 [2023] PIERB 100 [2023] PIERB 99 [2023] PIERB 98 [2023] PIERB 97 [2022] PIERB 96 [2022] PIERB 95 [2022] PIERB 94 [2021] PIERB 93 [2021] PIERB 92 [2021] PIERB 91 [2021] PIERB 90 [2021] PIERB 89 [2020] PIERB 88 [2020] PIERB 87 [2020] PIERB 86 [2020] PIERB 85 [2019] PIERB 84 [2019] PIERB 83 [2019] PIERB 82 [2018] PIERB 81 [2018] PIERB 80 [2018] PIERB 79 [2017] PIERB 78 [2017] PIERB 77 [2017] PIERB 76 [2017] PIERB 75 [2017] PIERB 74 [2017] PIERB 73 [2017] PIERB 72 [2017] PIERB 71 [2016] PIERB 70 [2016] PIERB 69 [2016] PIERB 68 [2016] PIERB 67 [2016] PIERB 66 [2016] PIERB 65 [2016] PIERB 64 [2015] PIERB 63 [2015] PIERB 62 [2015] PIERB 61 [2014] PIERB 60 [2014] PIERB 59 [2014] PIERB 58 [2014] PIERB 57 [2014] PIERB 56 [2013] PIERB 55 [2013] PIERB 54 [2013] PIERB 53 [2013] PIERB 52 [2013] PIERB 51 [2013] PIERB 50 [2013] PIERB 49 [2013] PIERB 48 [2013] PIERB 47 [2013] PIERB 46 [2013] PIERB 45 [2012] PIERB 44 [2012] PIERB 43 [2012] PIERB 42 [2012] PIERB 41 [2012] PIERB 40 [2012] PIERB 39 [2012] PIERB 38 [2012] PIERB 37 [2012] PIERB 36 [2012] PIERB 35 [2011] PIERB 34 [2011] PIERB 33 [2011] PIERB 32 [2011] PIERB 31 [2011] PIERB 30 [2011] PIERB 29 [2011] PIERB 28 [2011] PIERB 27 [2011] PIERB 26 [2010] PIERB 25 [2010] PIERB 24 [2010] PIERB 23 [2010] PIERB 22 [2010] PIERB 21 [2010] PIERB 20 [2010] PIERB 19 [2010] PIERB 18 [2009] PIERB 17 [2009] PIERB 16 [2009] PIERB 15 [2009] PIERB 14 [2009] PIERB 13 [2009] PIERB 12 [2009] PIERB 11 [2009] PIERB 10 [2008] PIERB 9 [2008] PIERB 8 [2008] PIERB 7 [2008] PIERB 6 [2008] PIERB 5 [2008] PIERB 4 [2008] PIERB 3 [2008] PIERB 2 [2008] PIERB 1 [2008]
2010-06-01
Road Pavement Density Analysis Using a New Non-Destructive Ground Penetrating Radar System
By
Progress In Electromagnetics Research B, Vol. 21, 399-417, 2010
Abstract
Density is an important parameter to determine the strength of road, and it will ensure the safety of the use as well as maintaining the quality of road pavement. In this paper, the validation of GPR mixture model based on the microwave nondestructive free space method to determine the density of road pavement typed Hot Mix Asphalt (HMA) will be presented. The frequency range of operation used is 1.7-2.6 GHz. The attenuation is a major factor for gathering the density of road pavement predictably. The existing mixture model has been used to produce simulation data for determining the predicted complex permittivity and attenuation due to various densities of road pavement. The GPR laboratory measurement is performed where the measured attenuation due to various densities was obtained. The comparison results between measurement and simulation were investigated, and the relative errors in between were calculated to see the performance of the model. The best performance of mixture model was selected in the optimization technique due to the smallest mean error. An improved attenuation formula or optimized mixture model was obtained from the optimization technique to produce the better model. The finding from the optimization process suggested that three additional constant parameters which are volume factor, permittivity factor and attenuation factor need to be included to improve the existing mixture model. The optimized mixture model is introduced as GPR mixture model in this work. The validation process at field test had been conducted to evaluate the performance of optimized GPR model and produce the error range from 3.3% and 4.7%. At the end of this project, the GPR mixture model can be used as a calibration curve where the values of predicted density of a given real road pavement can be read directly once the attenuation values are known.
Citation
Mardeni Bin Roslee, Raja Syamsul Azmir Raja Abdullah, and Helmi Zulhaidi Shafr, "Road Pavement Density Analysis Using a New Non-Destructive Ground Penetrating Radar System," Progress In Electromagnetics Research B, Vol. 21, 399-417, 2010.
doi:10.2528/PIERB10032202
References

1. Al-Qadi, I. L. and S. Lahouar, "Measuring layer thicknesses with GPR --- Theory to practice," Construction and Building Materials, 763-772, 2005.
doi:10.1016/j.conbuildmat.2005.06.005

2. Nikias, C. L. and M. Shao, Signal Processing with Alpha --- Stable Distributions and Applications, 13-18, Wiley, 1995.

3. Damosso, E., Digital mobile radio toward future generation systems, Cost 231 Final Report, 169-171, 1999.

4. Jaselskis, E. J., H. Han, L. Tan, and J. Grigas, "Roller mountable asphalt pavement quality indicator," Transportation Conference Proceedings, 192-194, 1998.

5. Georgopoulos, A., A. Loizos, and A. Flouda, "Digital image processing as a tool for pavement distress evaluation," Journal of Photogrammetry and Remote Sensing, Vol. 50, No. 1, 23-33, 1995.
doi:10.1016/0924-2716(95)91844-A

6. Grote, K., S. Hubbard, J. Harvey, and Y. Rubin, "Evaluation of in¯ltration in layered pavements using surface GPR reflection techniques," Journal of Applied Geophysics, Vol. 57, 129-153, 2005.
doi:10.1016/j.jappgeo.2004.10.002

7. Jerry, R. W., "AHTD's experience with superpave pavement permeability," Arkansas Superpave Symposium, Arkansas State Highway and Transportation Department, 1998.

8. JKR Standard Specification for Road Works, Jabatan Kerja Raya Regulatory, 1998.

9. Looyenga, H., "Dielectric constant of mixture," Phisica, Vol. 31, 401-406, 1965.
doi:10.1016/0031-8914(65)90045-5

10. Okamura, S., "High-moisture content measurement of grain," The Journal of Microwave Power and Electromagnetic Energy, Vol. 16, No. 3-4, 253-256, 1981.

11. Saarenketo, T. and P. Maijala, Applications of geophysical methods to sand, gravel and hard rock aggregate prospecting in Northern Finland , Aggregates --- Raw Materials' Giant, G. W. LÄuttig (ed.), Report on 2nd International Aggregates Symposium, Erlangen, Germany, 109-123, 1994.

12. Saarenketo, T. and T. Scullion, "Road evaluation with ground penetrating radar," Journal of Applied Geophysics, Vol. 43, 119-138, 2000.
doi:10.1016/S0926-9851(99)00052-X

13. Saarenketo, T. and M. K. Soderqvist, "GPR applications for bridge deck evaluations in Finland," Proceeding of the Non-destructive Testing in Civil Engineering, The University of Liverpool, 1993.

14. Scmidt, R., "Non-nuclear density testing devices and system to measure in-place asphalt pavement density," Wisconsin Highway Research Program for the Wisconsin Department of Transportation Research Program, 2006.

15. Shang, J. Q., J. A. Umana, F. M. Bartlett, and J. R. Rossiter, "Measurement of complex permittivity of asphalt pavement materials," Journal of Transportation Engineering, Vol. 125, No. 4, 347-356, 1999.
doi:10.1061/(ASCE)0733-947X(1999)125:4(347)

16. Sihvola, A., E. Nyfors, and M. Tiuri, "Mixing formulae and experimental, results for the dielectric constant of snow," Journal of Glaciology, 163-170, 1998.