Chapter
Mar 23, 2023

Numerical Analysis of Hydraulic Conductivity Effect on the Utilization of Recycled Asphalt Pavement in Highway Design

Publication: Geo-Congress 2023

ABSTRACT

In this paper, the effect of hydraulic conductivity of RAP on drainage time and minimum required thickness of highway base layers was evaluated via DRIP (Drainage Requirement in Pavements), a US FHWA software. Seven RAP materials collected from various places within the state of Maryland were used in the analyses. In addition, their performance as a highway base material were compared with a traditional graded aggregate base material (GAB) and stone no. 57. The time-to-drain approach was employed to evaluate the drainage capability of RAP as well as the control materials. DRIP software helps to categorize the base material as poor, fair, good, and excellent based on the required time for 50% drainage of the infiltrating water. A series of analysis was performed to investigate the influence of drainage percentage U, base thickness H, and hydraulic conductivity k on time-to-drain. The results indicate that the fines content and hydraulic conductivity significantly affect the time to drain, particularly after 40% drainage. Furthermore, increasing the base thickness results in a drastic decrease in time to drain. When compared with the traditional base materials, it can be concluded that RAP materials yield satisfactory results for utilization as a highway base material in terms of drainage capabilities.

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REFERENCES

AASHTO Guide. (1993). Guide for design of pavement structures. American Association of State Highway and Transportation Officials, Washington D.C.
Akmaz, E., Ullah, S., Tanyu, B. F., and Guler, E. F. (2020). “Construction quality control of unbound base course using light weight deflectometer where reclaimed asphalt pavement aggregate is used as an example” Transportation Research Record 2674, 989–1002.
Arshad, M. (2020). “Laboratory investigations on the mechanical properties of cement treated RAP-natural aggregate blends used in base/subbase layers of pavements.” Construction and Building Materials, 254, 119234.
Barber, E. S., and Sawyer, C. L. (1952). Highway subdrainage: Proceedings of Highway Research Board. pp 643–666.
Bennert, T., Papp, W. J., Jr., Maher, A., and Gucunski, N. (2000). “Utilization of construction and demolition debris under traffic-type loading in base and subbase applications.” Transportation research record, 1714(1), 33–39.
Brett, T. C. R., and Williams, A. (2018). “Asphalt Pavement Industry Survey on Recycled Materials and Warm-Mix Asphalt Usage:”2017 Natl. Asph. Pavement Assoc., 8(138) (8th edition).
Casagrande, A., and Shannon, W. L. (1952). Base course drainage for airport pavements. Proceedings of American Society of Civil Engineers. Vol.77, pp.792–814.
Haider, I., Kaya, Z., Cetin, A., Hatipoglu, M., Cetin, B., and Aydilek, A. H. (2014). “Drainage and mechanical behavior of highway base materials.” Journal of Irrigation and Drainage Engineering., https://doi.org/10.1061/(ASCE)IR.1943-4774.0000708, 04014012.
Hatipoglu, M., Cetin, B., and Aydilek, A. H. (2020). “Effect of fines content on the performance of unbound granular base aggregates.” Journal of Transportation Part B: Pavements 146 (1): 04019036. https://doi.org/10.1061/JPEODX.0000141.
Hoy, M., Horpibulsuk, S., Arulrajah, A., and Mohajerani, A. (2018). “Strength and microstructural study of recycled asphalt pavement: Slag geopolymer as a pavement base material.” Journal of Materials in Civil Engineering, 30(8), 04018177.
Locander, R. (2009). Analysis of using reclaimed asphalt pavement (RAP) as a base course material. Colorado Department of Transportation, DTD Applied Research and Innovation Branch.
Maher, M. H., Gucunski, N., and Papp, W. J. (1997). “Recycled asphalt pavement as a base and sub-base material.” ASTM Special Technical Publication, 1275, 42–53.
Mallela, J., Larson, G., Wyatt, T., Hall, J., and Barker, W. (2002). Version 2.0 DRIP Drainage Requirements in Pavements: User’s Guide.
Mijic, Z., Dayioglu, A., Hatipoglu, M., and Aydilek, A. (2020). “Hydraulic and Environmental Impacts of Using Recycled Asphalt Pavement on Highway Shoulders.” Construction and Building Materials, 234(20), 117226.
Moulton, L. K. (1980). Highway subdrainage design. Federal Highway Administration,. Washington D.C.
Nokkaew, K., Tinjum, J. M., and Benson, C. H. (2012). “Hydraulic properties of recycled asphalt pavement and recycled concrete aggregate.” ASCE GeoCongress 2012, ASCE, Oakland, CA, 1476–1485.
Ridgeway, H. H. (1976). “Infiltration of water through the pavement surface.” Transportation Research Record 616, 98–100.
Stolle, D. F., Guo, P., and Emery, J. J. (2014). “Mechanical properties of reclaimed asphalt pavement—natural aggregate blends for granular base.” Canadian Journal of Civil Engineering, 41(6), 493–499.
Tanyu, B. F., Ullah, S., and Akmaz, E. (2021). Optimizing Reclaimed Asphalt Pavement (RAP) Content in Unbound Base Aggregate. Virginia Transportation Research Council (VTRC).
Trzebiatowski, B. D., and Benson, C. H. (2005). “Saturated hydraulic conductivity of compacted recycled asphalt pavement.” Geotechnical Testing Journal, 28(5), 514–519.

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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 612 - 621

History

Published online: Mar 23, 2023

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Authors

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Zorana Mijic, M.ASCE [email protected]
1Assistant Professor, School of Science, Engineering, and Technology, Pennsylvania State Univ. Harrisburg, Middletown, PA. Email: [email protected]
Mustafa Hatipoglu, Ph.D., M.ASCE [email protected]
2Assistant Professor, Dept. of Civil Engineering, Istanbul Technical Univ., Istanbul, Turkey. Email: [email protected]
Asli Y. Dayioglu, Ph.D., M.ASCE [email protected]
3Assistant Professor, Dept. of Civil Engineering, Istanbul Technical Univ., Istanbul, Turkey. Email: [email protected]
Ahmet H. Aydilek, Ph.D., F.ASCE [email protected]
4Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland College Park, College Park, MD. Email: [email protected]

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