Title

A New Model on the Hydraulic Conductivity of Asphalt Mixtures

DOI

10.6135/ijprt.org.tw/2013.6(5).488

Authors

J. Norambuena-Contreras;E. Asanza Izquierdo;D. Castro-Fresno;Manfred N. Partl;Álvaro Garcia

Key Words

Air void content ; Asphalt mixture ; Hydraulic conductivity ; Water flow

PublicationName

International Journal of Pavement Research and Technology

Volume or Term/Year and Month of Publication

6卷5期(2013 / 09 / 01)

Page #

488 - 495

Content Language

英文

English Abstract

It is well known that asphalt mixtures with different air void contents will present different drainage capacity, but until now there is not a model that evaluates its water infiltration capacity considering its air void content value. For this reason, a new model to predict the hydraulic conductivity (permeability) of asphalt mixtures as a function of its air void content has been proposed in this paper. Additionally, this paper presents the laboratory results and procedures used to measure the hydraulic conductivity of asphalt mixtures with a wide range of air void content. With this purpose, four types of asphalt mixtures with different aggregate distribution (dense, semidense, discontinuous and porous), amounts of bitumen (from 4.5 to 5.2%) and air void content (from 4 to 20%), have been tested. The average hydraulic conductivity of the asphalt mixtures analyzed ranged from 5.2×10^(-6) to 3.0×10^(-2) cm/s. Besides, it has been found that the hydraulic conductivity model is valid for all ranges of air void content existing in the compacted asphalt mixture. In addition, the model has been checked through experimental and literature data, presenting a good fit to data. Therefore, the results of this study can be used as reference values of the hydraulic conductivity of asphalt mixtures used in the road pavement construction.

Topic Category 工程學 > 土木與建築工程
工程學 > 道路與鐵路工程
Reference
  1. Garcia, A., Poulikako, L.D. and Partl, M.N. (2009). Evaluation of moisture susceptibility of porous asphalt concrete using water submersion fatigue tests, Construction and Building Materials, 23, pp. 3475-3484.
    連結:
  2. Garcia, A, Schlangen, G.E., van de Ven, M., and Bochove, G.V. (2012). Optimization of composition and mixing process of a self-healing porous asphalt, Construction and Building Materials, 35, pp. 59-65.
    連結:
  3. Schlangen, G.E., van de Ven, M., and Sierra-Beltran, L. (2010). Preparation of capsules containing rejuvenators for their use in asphalt concrete, Journal of Hazardous Materials, 184(1-3), pp. 603-611.
    連結:
  4. Norambuena-Contreras, J., Arbat, G., García-Nieto, P.J., and Castro-Fresno, D. (2012). Nonlinear numerical simulation of rainwater infiltration through road embankments by FEM, App. Applied Mathematics and Computation, 219, pp. 1843-1852.
    連結:
  5. Harris, C., Wang, L., Druta, Y., Tan, G., Zhou, T., Zhu, C., and Cooley, L. (2011). Effect of permeameter size and anisotropy on measurements of field pavement permeability, Transportation Research Record, No. 2209, pp. 41-51.
    連結:
  6. Lynn, T.D., Brown, E.R., and Cooley, L.A. (1999). Evaluation of aggregate size characteristics in stone matrix asphalt and superpave mixtures, Transportation Research Record, No. 1681, pp. 19-27.
    連結:
  7. Cooley, L.A. and Brown, E.R. (2000). Selection and evaluation of field hydraulic conductivity device for asphalt pavements, Transportation Research Record, No. 1723, pp. 73-82.
    連結:
  8. Cooley, L.A., Brown, E.R., and Maghsoodloo, S. (2001). Development of critical field permeability and pavement density values for coarse-graded superpave pavements, National Center for Asphalt Technology, Auburn University, NCAT Report No. 01-03, Auburn, AB, USA.
    連結:
  9. Mallick, R.B., Cooley, L.A., Teto, M., and Bradbury, R. (2001). Development of a simple test for evaluation of in-place permeability of asphalt mixes, International Journal of Pavement Engineering, 2(2), pp. 67-83.
    連結:
  10. Kanitpong, K., Benson, C.H., and Bahia, H.U. (2001). Hydraulic conductivity (permeability) of laboratory-compacted asphalt mixtures, Transportation Research Record, No. 1767, pp. 25-32.
    連結:
  11. Tarefder, R.A., White, L. and Zaman, M. (2005). Neural Network model for asphalt concrete permeability, Journal of Materials in Civil Engineering, 17(1), pp. 19-27.
    連結:
  12. Charbeneau, R.J., Klenzendorf, J.B., and Barrett, M.E. (2011). Methodology for determining laboratory and in situ hydraulic conductivity of asphalt permeable friction course, Journal of Hydraulic Engineering, 137(1), pp. 15-22.
    連結:
  13. Vardanega, P.J. and Waters, T.J. (2011). Analysis of asphalt concrete permeability data using representative pore size, Journal of Materials in Civil Engineering, 23(2), pp. 169-176.
    連結:
  14. Kuang, X., Sansalone, J., Ying, G., and Ranieri, V. (2011). Pore-structure models of hydraulic conductivity for permeable pavement, Journal of Hydrology, 399, pp. 148-157.
    連結:
  15. Garcia, A. (2012). Self-healing of open cracks in asphalt mastic, Fuel, 93, pp. 264-272.
    連結:
  16. Siebold, A., Nardin, M., Schultz, J., Walliser, A., and Opplinger, M. (2000). Effect of dynamic contact angle on capillary rise phenomena, Colloids and Surfaces, 161, pp. 81-87.
    連結:
  17. Kennedy, T., Roberts, F., and Lee, K.W. (1983). Evaluation of Moisture Effects on Asphalt Concrete Mixtures, Transportation Research Record, No. 911, pp. 134-143.
  18. D 5084-00, Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter, 2002.
  19. Terrel, R.L. and Al-Swailmi, S. (1993). Role of pessimum voids concept in understanding moisture damage to asphalt concrete mixtures. Transportation Research Record, No. 1386, pp. 31-37.
  20. Choubane, G.C. Page, J.A. Musselman, Investigation of water hydraulic conductivity of coarse-graded superpave pavements., Asph. Pav. Tech., 67, pp. 254-276.
  21. Fwa, T.F., Tan, S.A., Chuai, C.T., and Guwe, Y.K. (2001). Expedient Permeability Measurement for Porous Pavement Surface, International Journal of Pavement Engineering, 2(4), pp. 259-270.
  22. Bowders, J.J., Loehr, J.E., Neupane, D., and Bouazza, A. (2003). Construction quality control for asphalt concrete hydraulic barriers, Journal of Geotechnical and Geoenvironmental Engineering, 129(3), pp. 219-223.
  23. Eliana, V.P. and Haddock, J.E. (2006). HMA pavement performance and durability, US Department of Transportation, FHWA/IN/JTRP-2005/14, West Lafayette, IN, USA.
  24. Pease, R.E., Stormont, J.C., Hines, J., and O’Dowd, D. (2010). Hydraulic properties of asphalt concrete. Geotechnical Testing Journal, 33(6), pp. 445-452.
  25. Apul, D.S., Gardner, K.H., Eighmy, T.T., Benoit, J., and Brannaka, L. (002). A review of water movement in the highway environment: Implications for recycled materials use. Report to Federal Highways Administration, Recycled Materials Resource Center, University of New Hampshire, Durham, NH, USA.
  26. BS 1377-6, Soils for civil engineering purposes. Consolidation and permeability tests in hydraulic cells and with pore pressure measurement (AMD 8261), British Standards Institution (1990).
  27. ASTM D5856-95 (2007). Standard test method for measurement of hydraulic conductivity of porous material using a rigid-wall, compaction-mold permeameter, Reapproved 2002.
  28. FDOT (2006). Measurement of water permeability of compacted asphalt paving mixtures. Florida Method of Test FM 5-565, Florida Department of Transportation.
  29. EN 12697-19, Bituminous mixtures. Test methods for hot mix asphalt. Part 19: permeability of specimen, December 2007.