Chapter
Feb 21, 2020
Geo-Congress 2020

Effect of Variation in Moisture Content on the Mechanical Properties of Base Course Constructed with RAP-VA Blends

Publication: Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics (GSP 318)

ABSTRACT

The objective of this study was to capture the changes in mechanical properties of the base course when materials are compacted at maximum dry density (MDD) and optimum moisture content (OMC) and then additional water is introduced. The effects of this additional water in the base course is evaluated to understand the effects of water infiltration due to seasonal variation even after the base layer is constructed. Blends of virgin aggregate (VA) and reclaimed asphalt pavement (RAP) were selected for this evaluation. The laboratory test results showed that the addition of water increases the permanent deformation and decreases resilient modulus (both adverse effects). However, samples with better drainage properties (i.e., RAP-VA blends) perform better than base course constructed with VA alone.

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REFERENCES

Ba, M., Fall, M., Sall, O. A., and Samb, F. (2012). “Effect of compaction moisture content on the resilient modulus of unbound aggregates from Senegal (West Africa).” Geomaterials, 2(01), 19.
Tanyu, B. F., Yavuz, A. B., and Ullah, S. (2017). “A parametric study to improve suitability of micro-deval test to assess unbound base course aggregates.” Construction and Building Materials, 147, 328-338.
NCHRP (National Cooperative Highway Research Program). (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structure. Draft Final Report No. NCHRP 1-37 A, Washington, DC.
Ullah, S., and B. F. Tanyu. (2019). “Methodology to develop design guidelines to construct unbound base course with reclaimed asphalt pavement (RAP).” Construction and Building Materials 223, 463-476. https://doi.org/10.1016/j.conbuildmat.2019.06.196
Ullah, S., Tanyu, B. F., Guler, E. F., Hoppe, E. J., and Akmaz, E. (2019). “Evaluation of the Long-Term Performance of Woven Geotextile Used between Base Course and Subgrade of a Paved Road.” Transportation Research Record, 0361198119827567. https://doi.org/10.1177/0361198119827567
Ullah, S., Tanyu, B. F., and Hoppe, E. J. (2018). “Optimizing the Gradation of Fine Processed Reclaimed Asphalt Pavement and Aggregate Blends for Unbound Base Courses.” Transportation Research Record, 2672(52), 57–66. https://doi.org/10.1177/0361198118758683
Uthus, L., Hoff, I., & Horvli, I. (2005). “A study on the influence of water and fines on the deformation properties of unbound aggregates.” In Proceedings, 7th Internacional Conference on the Bearing Capacity of Roads, Railways and Airfields, Trondheim (Norway).
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Go to Geo-Congress 2020
Geo-Congress 2020: Geotechnical Earthquake Engineering and Special Topics (GSP 318)
Pages: 612 - 620
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8281-0

History

Published online: Feb 21, 2020
Published in print: Feb 21, 2020

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Saad Ullah, Ph.D. [email protected]
Tetra Tech-AAI, Orlando, FL. E-mail: [email protected]
Burak F. Tanyu, Ph.D., M.ASCE [email protected]
George Mason Univ., Volgenau School of Engineering, Krasnow Institute, Fairfax, VA. E-mail: [email protected]

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