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Articles

In-situ assessment of the stress-dependent stiffness of unbound aggregate bases: application in inverted base pavements

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Pages 870-877 | Received 28 Oct 2014, Accepted 21 Feb 2015, Published online: 20 Mar 2015

References

  • AASHTO, 1993. Guide for design of pavement structures. Washington, DC: AASHTO.
  • Al-QadiI.L., WangH., and TutumluerE., 2010. Dynamic analysis of thin asphalt pavements by using cross-anisotropic stress-dependent properties for granular layer. Transportation Research Record, 2154 (1), 156–163. doi:10.3141/2154-16.
  • AlonsoE.E., 2003. Exploring the limits of unsaturated soil mechanics: The behavior of coarse granular soil and rockfill. The 11th Buchanan Lecture. University of Texas A&M.
  • AlonsoE.E., PinyolN.M., and GensA., 2012. Compacted soil behaviour: Initial state, structure and constitutive modelling. Géotechnique, 63 (6), 463–478.
  • ArthurJ.R.F. and MenziesB.K., 1972. Inherent anisotropy in a sand. Geotechnique, 22 (1), 115–128. doi:10.1680/geot.1972.22.1.115.
  • BardenL., 1963. Stresses and displacements in a cross-anisotropic soil. Geotechnique, 13 (3), 198–210. doi:10.1680/geot.1963.13.3.198.
  • BurmisterD.M., et al., 1943. The theory of stress and displacements in layered systems and applications to the design of airport runwaysed. Proceedings of the Twenty-Third Annual Meeting of the Highway Research Board Held at Edgewater Beach Hotel, Chicago, IL, November 27–30.
  • BurmisterD.M., 1945. The general theory of stresses and displacements in layered systems. I. Journal of Applied Physics, 16 (2), 89–94. doi:10.1063/1.1707558.
  • CascanteG. and SantamarinaJ.C., 1996. Interparticle contact behavior and wave propagation. Journal of Geotechnical Engineering, 122 (10), 831–839. doi:10.1061/(ASCE)0733-9410(1996)122:10(831).
  • ChaM., et al., 2014. Small-strain stiffness, shear-wave velocity, and soil compressibility. Journal of Geotechnology Geoenvironmental Engineering, 140 (10), 06014011.
  • ChoG.C. and SantamarinaJ.C., 2001. Unsaturated particulate materials-particle-level studies. Journal of Geotechnical and Geoenvironmental Engineering, 127 (1), 84–96. doi:10.1061/(ASCE)1090-0241(2001)127:1(84).
  • CortesD.D. and SantamarinaJ.C., 2013. The lagrange case history: Inverted pavement system characterisation and preliminary numerical analyses. International Journal of Pavement Engineering, 14 (5), 463–471. doi:10.1080/10298436.2012.742192.
  • DaiS., WuttkeF., and SantamarinaJ.C., 2011. Coda wave analysis to monitor processes in soils. Journal of Geotechnical and Geoenvironmental Engineering, 139 (9), 1504–1511.
  • EinavI., 2007. Breakage mechanics—part ii: Modelling granular materials. Journal of the Mechanics and Physics of Solids, 55 (6), 1298–1320. doi:10.1016/j.jmps.2006.11.004.
  • Fhwa, 1996. Resilient modulus of unbound granular base/subbase materials and subgrade soils long-term pavement performance protocol 46. Federal Highway Administration Pavement Performance Division.
  • FlemingP.R., FrostM.W., and LambertJ.P., 2007. Review of lightweight deflectometer for routine in situ assessment of pavement material stiffness. Transportation Research Record: Journal of the Transportation Research Board, 2004 (1), 80–87. doi:10.3141/2004-09.
  • FlemingP.R., FrostM.W., and RogersC.D.F., 2000. A comparison of devices for measuring stiffness in situ. Unbound aggregates in road construction: Proceedings of the Fifth International Symposium on Unbound Aggregates in Roads, UNBAR 5, Nottingham, UK. pp. 193–200.
  • FoxW.E.A. and AcumL., 1951. Computation of load stresses in a three-layer elastic system. Geotechnique, 2 (4), 293–300. doi:10.1680/geot.1951.2.4.293.
  • GazetasG., 1982. Stresses and displacements in cross-anisotropic soils. Journal of the Geotechnical Engineering Division, 108 (4), 532–553.
  • HicksR.G. and MonismithC.L., 1971. Factors influencing the resilient response of granular materials. Highway Research Record (345), 15–31.
  • HossainZ., et al., 2007. Dem analysis of angular ballast breakage under cyclic loading. Geomechanics and Geoengineering: An International Journal, 2 (3), 175–181. doi:10.1080/17486020701474962.
  • KimI.T. and TutumluerE., 2005. Unbound aggregate rutting models for stress rotations and effects of moving wheel loads. Transportation Research Record: Journal of the Transportation Research Board, 1913 (1), 41–49. doi:10.3141/1913-05.
  • KimS.-H., LittleD.N., and MasadE., 2005. Simple methods to estimate inherent and stress-induced anisotropy of aggregate base. Transportation Research Record: Journal of the Transportation Research Board, 1913 (1), 24–31. doi:10.3141/1913-03.
  • KoppermanS.E., StokoeK.H., and KnoxD.P., 1982. Effect of state of stress on velocity of low-amplitude compression waves propagating along principal stress directions in dry sand. Technical report, US Air Force Office of Scientific Research.
  • LewisD.E., et al., 2012. Construction and performance of inverted pavements in Georgia. TRB 91st Annual Meeting, Available from: http://amonline.trb.org/1sgra7/1.
  • LuN. and LikosW.J., 2004. Unsaturated soil mechanics. New York: Wiley.
  • McdowellG., BoltonM., and RobertsonD., 1996. The fractal crushing of granular materials. Journal of the Mechanics and Physics of Solids, 44 (12), 2079–2101. doi:10.1016/S0022-5096(96)00058-0.
  • NazarianS., BakerM.R., and CrainK., 1993. Development and testing of a seismic pavement analyzer. Report, Strategic Highway Research Program, National Academy of Sciences.
  • NCHRP, 2002. Recommended standard method for routine resilient modulus testing of unbound granular base/subbase materials and subgrade soils, protocol 1-28a. National Cooperative Highway Research Program, Washington, DC.
  • NCHRP, 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. National Cooperative Highway Research Program, Transportation Research Board, Washington, DC.
  • NCHRP, 2008. NCHRP synthesis 381: falling weight deflectometer usage. Washington, DC: U.S. Department of the Interior.
  • PapadopoulosE., 2014. Performance of unbound aggregate bases and implications for inverted base pavements. Atlanta, GA: Georgia Institute of Technology.
  • PapadopoulosE. and SantamarinaJ.C., 2014. Optimization of inverted base pavement designs with thin asphalt surfacing. In: Geo-congress 2014 technical papers. Atlanta, GA: ASCE, 2996–3004.
  • PapadopoulosE. and SantamarinaJ.C., 2015. Analysis of inverted base pavements with thin asphalt layers. International Journal of Pavement Engineering. Published online,10.1080/10298436.2015.1007232.
  • PuppalaA.J., 2008. Estimating stiffness of subgrade and unbound materials for pavement design. Washington, DC: Transportation Research Board.
  • RoeslerS.K., 1979. Anisotropic shear modulus due to stress anisotropy. Journal of the Geotechnical Engineering Division, 105 (7), 871–880.
  • SantamarinaJ.C. and CascanteG., 1996. Stress anisotropy and wave propagation: A micromechanical view. Canadian Geotechnical Journal, 33 (5), 770–782. doi:10.1139/t96-102-323.
  • SantamarinaJ.C. and FrattaD., 2005. Discrete signals and inverse problems. Chichester: Wiley.
  • SantamarinaJ.C., KleinK., and FamM.A., 2001. Soils and waves: Particulate materials behavior, characterization and process monitoring. New York: Wiley.
  • SchuettpelzC.C., FrattaD., and EdilT.B., 2010. Mechanistic corrections for determining the resilient modulus of base course materials based on elastic wave measurements. Journal of Geotechnical and Geoenvironmental Engineering, 136 (8), 1086–1094. doi:10.1061/(ASCE)GT.1943-5606.0000329.
  • SiripunK., JitsangiamP., and NikrazH., 2011. The effects of moisture characteristics of crushed rock base (crb). In: Geo-Frontiers 2011: Advances in Geotechnical Engineering, Mar 13–15. Dallas, TX: American Society of Civil Engineers (ASCE). pp. 4458–4467.
  • SniederR., et al., 2002. Coda wave interferometry for estimating nonlinear behavior in seismic velocity. Science, 295 (5563), 2253–2255. doi:10.1126/science.1070015.
  • SniederR., 2006. The theory of coda wave interferometry. Pure and Applied Geophysics, 163 (2–3), 455–473. doi:10.1007/s00024-005-0026-6.
  • TerrellR.G., 2002. Measuring directional stiffnesses in pavement base material, Ph.D. Thesis, University of Texas, Austin.
  • TerrellR.G., et al., 2003. Field evaluation of the stiffness of unbound aggregate base layers in inverted flexible pavements. Transportation Research Record, 1837 (1), 50–60. doi:10.3141/1837-06.
  • TutumluerE., 2013. Practices for unbound aggregate pavement layers. NCHRP Synthesis 445, Transportation Research Board, Washington, DC.
  • TutumluerE. and SeyhanU., 1999. Laboratory determination of anisotropic aggregate resilient moduli using an innovative test device. Transportation Research Record, 1687 (1), 13–21. doi:10.3141/1687-02.
  • WangH. and Al-QadiI.L., 2013. Importance of nonlinear anisotropic modeling of granular base for predicting maximum viscoelastic pavement responses under moving vehicular loading. Journal of Engineering Mechanics, 139 (1), 29–38. doi:10.1061/(ASCE)EM.1943-7889.0000465.
  • WilliamsR.R. and NazarianS., 2007. Correlation of resilient and seismic modulus test results. Journal of Materials in Civil Engineering, 19 (12), 1026–1032. doi:10.1061/(ASCE)0899-1561(2007)19:12(1026).
  • YimsiriS. and SogaK., 2002. Application of micromechanics model to study anisotropy of soils at small strains. Soils and Foundations, 42 (5), 15–26. doi:10.3208/sandf.42.5_15.
  • YuanD. and NazarianS., 2003. Variation in moduli of base and subgrade with moistureed. In: Transportation Research Board 82nd Annual Meeting, Washington, DC.

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