Inverted base pavements: construction and performance

References

• Ahlvin, R.G. , et al. , 1971. Multiple-wheel heavy gear load pavement tests. Volume I. Basic report. In: A. F. W. Laboratory , ed. Vicksburg, MS: U.S. Army Engineer Waterways Experiment Station.
   Google Scholar
• Ashtiani, R. and Little, D.N. , 2007. Acceptability criteria for high fines content aggregate pavement layers, Report. International Center for Agreggate Research, College Station, Texas.
   Google Scholar
• Barker, W.R. , Brabston, W.N. , and Townsend, F.C. , 1973. An investigation of the structural properties of stabilized layers in flexible pavement systems . US Army Engineers Waterways Experiment Station.
   Google Scholar
• Barksdale, R.D. , 1984. Performance of crushed-stone base courses. Transportation Research Record , 954, 78–87.
   Google Scholar
• Barksdale, R.D. and Todres, H.A. , 1983. A study of factors affecting crushed stone base performance . Georgia Institute of Technology, 639.
   Google Scholar
• Bilodeau, J.P. and Doré, G. , 2012. Water sensitivity of resilient modulus of compacted unbound granular materials used as pavement base. International Journal of Pavement Engineering , 13 (5), 459–471.10.1080/10298436.2011.573556
   Web of Science ®Google Scholar
• Buchanan, S. , 2010. Inverted pavement systems . AGG1.
   Google Scholar
• Cho, G.C. , Dodds, J. , and Santamarina, J.C. , 2006. Particle shape effects on packing density, stiffness, and strength: natural and crushed sands. Journal of Geotechnical and Geoenvironmental Engineering , 132 (5), 591–602.10.1061/(ASCE)1090-0241(2006)132:5(591)
   Web of Science ®Google Scholar
• Corté, J. and Goux, M. , 1996. Design of pavement structures: the French technical guide. Transportation Research Record: Journal of the Transportation Research Board , 1539 (1), 116–124.10.3141/1539-16
   Google Scholar
• Cortes, D.D. , 2010. Inverted base pavement structures . (PhD). Atlanta, GA: Georgia Institute of Technology.
   Google Scholar
• Cortes, D.D. and Santamarina, J.C. , 2013. The LaGrange case history: inverted pavement system characterisation and preliminary numerical analyses. International Journal of Pavement Engineering , 14 (5), 463–471.10.1080/10298436.2012.742192
   Web of Science ®Google Scholar
• Cortes, D.D. , Shin, H. , and Santamarina, J.C. , 2012. Numerical simulation of inverted pavement systems. Journal of Transportation Engineering , 138 (12), 1507–1519.10.1061/(ASCE)TE.1943-5436.0000472
   Web of Science ®Google Scholar
• Cunningham, C.N. , Evans, T.M. and Tayebali, A.A. , 2012. Gradation effects on the mechanical response of crushed stone aggregate. International Journal of Pavement Engineering , 14 (3), 231–241.
   Web of Science ®Google Scholar
• Donaghe, R.T. and Townsend, F.C. , 1976. Scalping and replacement effects on the compaction characteristics of earth-rock mixtures. Soil specimen preparation for laboratory testing: ASTM Special Technical Publication , 599, 248–277.10.1520/STP599-EB
   Google Scholar
• Du Plessis, L. , et al. , 2006. Three decades of development and achievements: the Heavy Vehicle Simulator in accelerated pavement testing. Proceedings of the GeoShanghai International Conference 2006 , Shanghai: ASCE.
   Google Scholar
• Ekblad, J. and Isacsson, U. , 2006. Influence of water on resilient properties of coarse granular materials. Road Materials and Pavement Design , 7 (3), 369–404.10.1080/14680629.2006.9690043
   Web of Science ®Google Scholar
• Ekblad, J. and Isacsson, U. , 2008. Influence of water and mica content on resilient properties of coarse granular materials. International Journal of Pavement Engineering , 9 (3), 215–227.10.1080/10298430701551193
   Google Scholar
• Freeme, C.R. , Otte, E. , and Mitchell, M.F. , 1980. Economics of pavement type selection for major roads . Pretoria: Pavement type selection committee for the National Transport Commission.
   Google Scholar
• Freeme, C.R. , Maree, J.H. , and Viljoen, A.W. , 1982. Mechanistic design of asphalt pavements and verification using the heavy vehicle simulator . Pretoria: National Institute for Transport and Road Research.
   Google Scholar
• Gazetas, G. , 1983. Analysis of machine foundation vibrations: state of the art. International Journal of Soil Dynamics and Earthquake Engineering , 2 (1), 2–42.10.1016/0261-7277(83)90025-6
   Google Scholar
• Grau, R.W. , 1973. Evaluation of structural layers in flexible pavement . Vicksburg, MS: U.S. Army Engineer Warterways Experiment Station.
   Google Scholar
• Horne, D. , et al. , 1997. FHWA study of South African pavement and other highway technologies and practices . Washington, DC: FHWA , ed.
   Google Scholar
• Johnson, C.W. , 1961. Comparative studies of combinations of treated and untreated bases and subbases for flexible pavements. Highway Research Board Bulletin , 289, 44–61.
   Google Scholar
• Jooste, F. and Sampson, L. , 2005. The economic benefits of HVS development work on G1 pavements . Gauteng: Lynn East, Department of Public Transport, Roads and Works.
   Google Scholar
• Kleyn, E.G , 2012. Successful G1 crushed stone basecourse construction. 31st Southern African Transport Conference . Praetoria, South Africa.
   Google Scholar
• Lee, P.Y. , 1976. Study of irregular compaction curves. Soil specimen preparation for laboratory testing, ASTM STP , 599, 278–288.10.1520/STP599-EB
   Google Scholar
• Lewis, D.E. , et al. , 2012. Construction and performance of inverted pavements in Georgia. TRB 91st Annual meeting . Washington, DC.
   Google Scholar
• Li, Y. , et al. , 1999. Performance and failure modes of louisiana asphalt pavements with soil-cement bases under full-scale accelerated loading. Transportation Research Record: Journal of the Transportation Research Board , 1673 (1), 9–15.10.3141/1673-02
   Google Scholar
• Long, F. and Brink, A. , 2004. 2nd level analysis of the HVS data for the southbound carriageway of the N7 (TR11/1) . SANRAL, Gautrans, PAWC. Praetoria, South Africa.
   Google Scholar
• Maree, J.H. , Van Zyl, N.J.W. , and Freeme, C.R. , 1981. Effective moduli and stress dependence of pavement materials as measured in some heavy-vehicle simulator tests. Transportation Research Record , 852, 52–60.
   Google Scholar
• Metcalf, J.B. , et al. , 1999. The first full-scale accelerated pavement test in Louisiana: developments and findings. Minnesota DoT.
   Google Scholar
• Mitchell, M.F. and Walker, R.N. , 1985. The economics of pavement type selection. Proceedings of the 3rd international conference on concrete pavement design and rehabilitation . South Africa.
   Google Scholar
• Pan, T. , Tutumluer, E. , and Anochie-Boateng, J. , 2006. Aggregate morphology affecting resilient behavior of unbound granular materials. Transportation Research Record , 1952 (1), 9.
   Google Scholar
• Papadopoulos, E. , 2014. Performance of unbound aggregate bases and implications for inverted base pavements . PhD. Atlanta, GA: Georgia Institute of Technology.
   Google Scholar
• Papadopoulos, E. and Santamarina, J.C. , 2014. Optimization of inverted base pavement designs with thin asphalt surfacing. In: Geo-Congress 2014 Technical Papers . Atlanta, GA , ASCE, 2996–3004.10.1061/9780784413272
   Google Scholar
• Parsons, R. and Milburn, J. , 2003. Engineering behavior of stabilized soils. Transportation Research Record: Journal of the Transportation Research Board , 1837 (1), 20–29.10.3141/1837-03
   Google Scholar
• Rasoulian, M. , Becnel, B. , and Keel, G. , 2000. Stone interlayer pavement design. Transportation Research Record: Journal of the Transportation Research Board , 1709, 60–68.10.3141/1709-08
   Google Scholar
• Shahin, A.W. , 2010. Investigation of the variability in the results of the NZ vibrating hammer compaction test . The University of Auckland.
   Google Scholar
• Terrell, R.G. , et al. , 2003. Field evaluation of the stiffness of unbound aggregate base layers in inverted flexible pavements. Transportation Research Record: Journal of the Transportation Research Board , 1837 (2003), 50–60.10.3141/1837-06
   Google Scholar
• Theyse, H.L. , 2002. Stiffness, strength, and performance of unbound aggregate materials: application of South African HVS and laboratory results to California flexible pavements. Report produced under the auspices of the California Partnered Pavement Research Program for the California Department of Transportation . University of California, 76.
   Google Scholar
• Theyse, H.L. , De Beer, M. , and Rust, F.C. , 1996. Overview of South African mechanistic pavement design method. Transportation Research Record: Journal of the Transportation Research Board , 1539, 6–17.10.3141/1539-02
   Google Scholar
• Theyse, H.L. , et al. , 2011. Interim revision of the South African Mechanistic-Empirical pavement design method for flexible pavements. 10th Conference on Asphalt Pavements in Southern Africa . Praetoria, South Africa.
   Google Scholar
• Titi, H. , et al. , 2003. Long-term performance of stone interlayer pavement. Journal of Transportation Engineering , 129 (2), 118–126.10.1061/(ASCE)0733-947X(2003)129:2(118)
   Web of Science ®Google Scholar
• TRH , 1996. Structural design of flexible pavements for interurban and rural roads. In: TRH4: 1996 , C. o. L. T. Officials , ed., Pretoria: Department of Transport.
   Google Scholar
• Tutumluer, E. , 2013. Practices for unbound aggregate pavement layers NCHRP Synthesis, No. Project 20-05, Topic 43-03.
   Google Scholar
• Tutumluer, E. and Barksdale, R.D. , 1995. Inverted flexible pavement response and performance. Transportation Research Record , 1482, 102–110.
   Google Scholar
• Weingart, R. , 2009. Inverted base pavement design: Georgia and Virginia experience. National Aggregate Base Conference . Orlando, FL.
   Google Scholar