Saskatchewan Field Case Study of Triaxial Frequency Sweep Characterization to Predict Failure of a Granular Base across Increasing Fines Content and Traffic Speed Applications
Publication: Journal of Transportation Engineering
Volume 135, Issue 11
Abstract
Approximately one-third of the Saskatchewan provincial highway system is comprised of granular base structures with a thin asphaltic or double seal surfacing. Unfortunately, significant portions of the Saskatchewan thin granular system were not constructed to primary legal weight limit standards and are now exhibiting varying degrees load related distresses and in many cases, structural failures. Based on field performance observations, many of the failures are commonly observed within the granular base layer, particularly when the base is comprised of high fines content, and/or when exposed to high deviatoric stress states. A recent increase in load spectra due to increasing truck traffic has resulted in much of the Saskatchewan granular base systems needing structural rehabilitation. In order to optimize the road structure upgrade treatment, it is desirable to better understand the material constitutive relations of granular base materials across fines content, triaxial stress states, and load frequencies representative of those induced within thin granular base pavements in the field. This research employed triaxial frequency sweep characterization to characterize the mechanical material constitutive behavior of a typical Saskatchewan Type 33 granular base across increasing fines content, triaxial stress state, and load frequency. Based on the findings of this study, increased fines content was found to significantly degrade the mechanical behavior of the standard Saskatchewan Type 33 granular base material in terms of dynamic modulus and phase angle. This research showed that under realistic field state conditions in Saskatchewan, phase angle may be an indicator of elevated viscous behavior within the granular base. Based on the mechanical material properties measured, it was also found that the current specified limits for fines content may not be sufficient to ensure optimal mechanistic structural behavior of thin granular pavement systems under severe traffic load conditions.
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References
ASTM. (2002). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” D698, West Conshohocken, Pa.
Bari, J., and Witczak, M. (2005). “Evaluation of the effect of lime modification on the dynamic modulus stiffness of hot-mix asphalt.” Transportation Research Record. 1929, Transportation Research Board, Washington, D.C., 10–19.
Berthelot, C., et al. (2007). “Mechanistic comparison of cement- and bituminous-stabilized granular base systems.” Transportation Research Record. 2026, Transportation Research Board, Washington, D.C., 70–80.
Berthelot, C. F. (1999). “Mechanistic modeling of Saskatchewan SPS-9A asphalt concrete pavements.” Ph.D. dissertation, Dept. of Civil Engineering, Texas A&M Univ., College Station, Tex.
Kim, S., Little, D., and Masad, E. (2005). “Simple methods to estimate inherent and stress-induced anisotropy of aggregate base.” Transportation Research Record. 1913, Transportation Research Board, Washington, D.C., 24–31.
National Cooperative Highway Research Program (NCHRP). (2004). “Guide for mechanistic-empirical design of new and rehabilitated pavement structures.” NCHRP Rep. No. 1-37A, Transportation Research Board, National Research Council, Washington, D.C.
Pellinen, T. K., and Witczak, M. W. (2002). “Use of stiffness of hot-mix asphalt as a simple performance test.” Transportation Research Record. 1789, Transportation Research Board, Washington, D.C., 80–90.
Saskatchewan Ministry of Highways and Infrastructure (SMHI). (2004). “Saskatchewan standard specifications manual.” Specification 3500, Saskatchewan, Canada.
The Highways and Transportation Act. (1997). “H-31 Reg 2—Vehicle weight and dimension regulations, 1999.” Saskatchewan Queen’s Printer.
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© 2009 ASCE.
History
Received: May 8, 2008
Accepted: Mar 27, 2009
Published online: Apr 7, 2009
Published in print: Nov 2009
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