Skip to main content
Log in

Asphalt concrete stability estimation from non-destructive test methods with artificial neural networks

  • Original Article
  • Published:
Neural Computing and Applications Aims and scope Submit manuscript

Abstract

The core drilling method has often been used to determine the current status of asphalt concretes. However, this method is destructive so causes damage to the asphalt concretes. In addition, this method causes localized points of weakness in the asphalt concretes and is time consuming. In recent years, non-destructive testing methods have been used for pavement thickness estimation, determination of elasticity modulus, and density and moisture measurements. In this study, the above-mentioned non-destructive and destructive tests with data obtained by applying the Marshall stability to the same asphalt concretes were estimated using the artificial neural networks approach.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5

Similar content being viewed by others

References

  1. Brockenbrough RL (2009) Highway engineering handbook, building and rehabilitating the infrastructure. The McGraw-Hill Companies

  2. Chen WF, Richard Liew JY (2003) The civil engineering handbook. New Directions in Civil Engineering. CRC Press, Boca Raton

    Google Scholar 

  3. Sanders SR, Rath D, Parker F (1994) Comparison of nuclear and core pavement density measurements. J Transp Eng 120(6):953–966

    Article  Google Scholar 

  4. Shahin MY (2002) Pavement management for airports, roads, and parking lots. Kluwer, London

    Google Scholar 

  5. Al-Qadi IL, Leng Z, Lahouar S, Baek J (2010) In-place hot-mix asphalt density estimation using ground penetrating radar, TRB 2010 annual meeting, paper number 10-1735

  6. Hausman JJ, Buttlar WG, Analysis of TransTech Model 300 pavement quality indicator, laboratory and field studies for determining asphalt pavement density, Transportation Research Record 1813, Transportation Research Board of the National

  7. Baltzer S, Hejlesen C, Korsgaard HC, Jakobsen PE (2009) Practical use of light weight deflectometer for pavement design, Bearing Capacity of Roads, Railways and Airfields. In: Erol Tutumluer, Imad L. Al-Qadi (eds) Proceedings of the 8th international conference (BCR2A’09). Taylor & Francis Group, London

  8. Hossain MS, Apeagyei AK (2010) Evaluation of the lightweight deflectometer for in situ determination of pavement layer Moduli, Virginia Transportation Research Council. Final report FHWA/VTRC 10-R6

  9. Choubane B, Upshaw PB, Sholar GA, Page GC, Musselman JA (1999) Nuclear density readings and core densities, a comparative study, transportation research record 1654, Transportation Research Board of the National Academies, Washington, DC, Paper No. 99-0230, pp 70–78

  10. Saarenketo T (1997) Using ground-penetrating radar and dielectric probe measurements in pavement density quality control, transportation research record 1575, paper no. 970698, Transportation Research Board of the National Academies, Washington, DC, pp 34–41

  11. Loulizi A, Al-Qadi IL, Elseifi M (2006) Difference between in situ flexible pavement measured and calculated stresses and strains. J Transp Eng 132(7):574–579

    Article  Google Scholar 

  12. ASTM D2950/D2950 M–10, Standard test method for density of bituminous concrete in place by nuclear methods, road standards and paving standards, ASTM International, West Conshohocken, PA, (2010), doi:10.1520/D2950_D2950M-10

  13. Indiana Department of Transportation, CERTIFIED TECHNICIAN PROGRAM training manual for construction earthworks, (2008), http://www.in.gov/indot/files/Earthworks_Chapter_12.pdf. Accessed July 31, 2011

  14. FHWA (2012) http://www.fhwa.dot.gov/hfl/innovations/pdfs/lwd.pdf. Accessed May 05, 2012

  15. EuroGPR (2012) http://www.eurogpr.org/joomla/. Accessed May 30, 2012

  16. Colorni A, Dorigo F, Maffioli F, Maniezzo V, Righini G, Trubian M (1996) Heuristics from nature for hard combinatorial optimization problems. Int Trans In Oper Res 3(1):1–21

    Article  MATH  Google Scholar 

  17. MuratYS Ceylan H (2006) Use of artificial neural networks for transport energy demand modeling. Energy Policy 34:3165–3172

    Article  Google Scholar 

  18. Terzi S, Saltan M, Yıldırım T (2003) Optimization of the deflection basin by genetic algorithm and neural network approach. Lecture notes in computer science, LNCS 2714, pp 662–670

  19. Saltan M, Terzi S (2004) Backcalculation of pavement layer parameters using artificial neural networks. Indian J Eng Mater Sci 11:38–42 India

    Google Scholar 

  20. Saltan M, Terzi S (2005) Comparative analysis of using artificial neural networks (ANN) and gene expression programming (GEP) in backcalculation of pavement layer thickness. Indian J Eng Mater Sci 12:42–50

    Google Scholar 

  21. Terzi S (2007) Modeling the pavement serviceability ratio of flexible highway pavements by artificial neural networks. Constr Build Mater 21:590–593

    Article  Google Scholar 

  22. Saltan M, Terzi S (2008) Modeling deflection basin using artificial neural networks with cross-validation technique in back calculating flexible pavement layer moduli. Adv Eng Softw 39(7):588–592

    Article  Google Scholar 

  23. Meier RW, Rix GJ (1995) Backcalculation of flexible pavement moduli from dynamic deflection basins using artificial neural networks, transportation research record, issue number: 1473. Transportation Research Board of the National Academies, Washington, DC pp 72–81

  24. Meier RW, Rix GJ (1994) Backcalculation of flexible pavement moduli using artificial neural networks transportation research record, Issue Number: 1448. Transportation Research Board of the National Academies, Washington, DC, pp 75–82

    Google Scholar 

  25. Kim Y, Kim YR (1998) Prediction of layer moduli from falling weight deflectometer and surface wave measurements using artificial neural network, transportation research record, volume 1639. Transportation Research Board of the National Academies, Washington, DC, pp 53–61

    Google Scholar 

  26. Attoh-Okine NO (1999) Analysis of learning rate and momentum term in back propagation neural network algorithm trained to predict pavement performance. Adv Eng Softw 30(4):291–302

    Article  Google Scholar 

  27. FHWA (2010) Modeling of hot-mix asphalt compaction: a thermodynamics-based compressible viscoelastic model, publication number: FHWA-HRT-10-065

  28. Cole Graveen (2001) Nondestructive test methods to assess pavement quality for use in a performance-related specification, Purdue University, Master of Science in Civil Engineering

  29. Dynatest 3031 LWD Light Weight Deflectometer, http://www.dynatest.com/structural-lwd.php?tab=structural. Accessed July 31, 2011

  30. Ohio Department of Transportation, Compaction Testing for Unbound Materials, http://www.dot.state.oh.us/Divisions/ConstructionMgt/OnlineDocs/2009MOP/SS%20840,%20850,851,%20S-1015/S-1015/S.htm. Accessed July 31, 2011

  31. University of Washington, Nuclear Density Gauge, Pavement Guide Interactive, http://training.ce.washington.edu/pgi/Modules/07_construction/nuclear_gauge.htm. Accessed July 31, 2011

  32. Apeagyei AK, Diefenderfer BK, Clark TM (2010) Density measurement methods for acceptance of bituminous mixtures: a survey of practice, TRB 2010 annual meeting

  33. Demuth H, Beale M (2001) Neural network toolbox, user guide, version 4, The MathWorks, Inc

  34. Dalton J, Deshmane A (1991) Artificial neural networks. IEEE Potentials 10:33–36

    Article  Google Scholar 

  35. Kaseko MS, Lo Z-P, Ritchie SG (1994) Comparison of traditional and neural classifiers for pavement-crack detection. J Transp Eng 120(4):552–569

    Article  Google Scholar 

  36. Lingras P (1995) Classifying highways: hierarchical grouping versus kohonen neural networks. J Transp Eng 121(4):364–368

    Article  Google Scholar 

  37. Lourakis MIA (2005) A brief description of the levenberg-marquardt algorithm implemened by Levmar. Foundation of Research & Technology-Hellas (Forth), Greece, pp 1–6

Download references

Acknowledgments

This work is based on the results of Project TUBITAK 108M053, the Development of Real-Time Pavement Management System with Geographic Information Systems is sponsored by The Scientific and Technological Research Council of Turkey (TÜBİTAK).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Serdal Terzi.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Terzi, S., Karaşahin, M., Gökova, S. et al. Asphalt concrete stability estimation from non-destructive test methods with artificial neural networks. Neural Comput & Applic 23, 989–997 (2013). https://doi.org/10.1007/s00521-012-1023-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00521-012-1023-1

Keywords

Navigation