Evaluation of the susceptibility to erosion of materials used as a base of rigid pavements using a vertical shaking table

References

• AASHTO, 1998. Supplement to the AASHTO guide for design of pavement structures, part II—rigid pavement design and rigid pavement joint design. Washington, D.C.: American Association of State Highway and Transportation Officials.
   Google Scholar
• AASHTO, 2008. Mechanistic-empirical pavement design guide—a manual of practice (1st ed.). Washington, DC, USA: American Association of State Highway and Transportation Officials; pp. 1–204.
   Google Scholar
• AASHTO, 2013. Aashto T 135: standard method of test for wetting-and-drying test of compacted soil-cement mixtures. Washington D.C.: American Association of State and Highway Transportation Officials (AASHTO).
   Google Scholar
• AASHTO, 2021. Aashto T 283: standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage. Washington D.C.: American Association of State and Highway Transportation Officials (AASHTO).
   Google Scholar
• Akky, M. R., 1974. Erodability of soil-cement. Ph.D dissertation. Department of Civil Engineering. University of California, Davis. Davis, California (USA).
   Google Scholar
• Armengol, J., et al., 2008. Bernoulli correction to viscous losses: radial flow between two parallel discs. American Journal of Physics, 76 (8), 730–737.
   Web of Science ®Google Scholar
• ASTM D559/D559M-15, 2015. Standard test methods for wetting and drying compacted soil-cement mixtures. Conshohocken, PA: ASTM International.
   Google Scholar
• Bhasin, R. N., 1969. Erodability of sand-clay mixtures as evaluated by a water jet. MSc Thesis. Purdue University; West Lafayette, Indiana (USA).
   Google Scholar
• Caicedo, B., 2001. Concepto Técnico Sobre las Causas de los Daños Prematuros en los Pavimentos Rígidos de la Autopista Norte. Final report presented to Conciviles. Centro de Materiales y Obras Civiles, CIMOC, Universidad de los Andes; Bogotá, Colombia.
   Google Scholar
• Caicedo, B., and Caro, S., 2016. Estudio de la Resistencia a la Erosión de Materiales Empleados como Bases en Pavimentos de Concreto Hidráulico. (Phase II). Final report; contract 029-2012, Institute of Urban Development of Bogotá (IDU). Universidad de los Andes; Bogotá, Colombia.
   Google Scholar
• Caro, S., and Caicedo, B., 2010. Estudio de la Resistencia a la Erosión de Materiales Empleados como Bases en Pavimentos de Concreto Hidráulico. Final report, contract 089-2009, Institute of Urban Development of Bogotá (IDU). Universidad de los Andes; Bogotá, Colombia.
   Google Scholar
• Dash, U., 1968. Erosive behavior of cohesive soil. Ph.D Dissertation. Purdue University. West Lafayette, Indiana (USA).
   Google Scholar
• de Beer, M., 1989. Aspects of the erodibility of lightly cementitious materials. research report DPVT 39. Pretoria, South Africa: Roads and Transport Technology, Council for Scientific and Industrial Research.
   Google Scholar
• DeSantis, J., and Roesler, J., 2022. Performance evaluation of stabilized support layers for concrete pavement. Research Report No. FHWA-ICT-22-003. University of Illinois Urbana-Champaign. Illinois Center for Transportation Series No. 22-003 (UILU-ENG-2022-2003) ISSN: 0197-9191: Urbana-Champaign.
   Google Scholar
• Espey, W. H., 1963. A new test to measure the scour of cohesive sediment. report 0-1-6301. Austin, Texas, USA: Department of Civil Engineering, University of Texas at Austin.
   Google Scholar
• IDOT, 2018. Illinois Modified Test Procedure of AASHTO T 324-17: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt (HMA). Illinois Department of Transportation (IDOT). Published June 2012, revised December 2018.
   Google Scholar
• INVIAS, 2007. INV E-809-07: Resistencia a la Compresión de Cilindros Preparados de Suelo-Cemento. INVIAS: Bogotá https://es.scribd.com/document/210447810/Norma-INV-E-809-07-Resistencia-a-la-Compresion-de-cilindros-preparados-de-suelo-cemento.
   Google Scholar
• Jung, Y. S., et al., 2009. Subbase and subgrade performance investigation for concrete pavements. report FHWA/TX-09/0-6037-1. College station, Texas: Texas A&M Transportation Institute (TTI)-Texas A&M University.
   Google Scholar
• Oyediji, R., Lu, D., and Tighe, S.L., 2021. Impact of flooding and inundation on concrete pavement performance. International Journal of Pavement Engineering, 22 (11), 1363–1375. doi:10.1080/10298436.2019.1685671.
   Web of Science ®Google Scholar
• Packard, R. G., and Tayabji, S. D., 1985. New PCA thickness design procedure for concrete highway and street pavements. In: Third international conference on concrete pavement design and rehabilitation. Purdue University; Federal Highway Administration; Portland Cement Association; Transportation Research Board; Federal Aviation Administration; and Indiana Department of Highways. (No. 1 Volume).
   Google Scholar
• Paige-Green, P., 2008. The durability of stabilized materials. In: 12th international conference of international association for computer methods and advances in geomechanics (IACMAG), 1-6 October, Goa, India.
   Google Scholar
• Phu, M. N. C., 1979. Hydraulique du Pompage des Chaussées en Béton, et Erodabilité des Matériaux de Couche de Fondation et de Couche de Forme. Paris: France Université Pierre et Marie Curie. Paris VI Ph.D.
   Google Scholar
• Phu, N. N. C., and Ray, M., 1979. Hydraulique du pompage des chaussées en béton, premier bilan de l’approche théorique et des résultats de mesure en laboratoire et sur autoroute. In: Ministere des Transports, ed. Bulletin de Liaison des Laboratoires des Ponts et Chaussés. Pairs, France: Numéro spécial VIII Julliet 1979, 15–31.
   Google Scholar
• Sampson, L.R., 1988. Development of the mechanical wet/dry brushing test for the durability testing of stabilised materials. Report V/DPVT/3.1. Pretoria.: CSIR.
   Google Scholar
• Schweikert, A., et al., 2015. Road infrastructure and climate change: impacts and adaptations for South Africa. Journal of Infrastructure Systems, doi:10.1061/(ASCE)IS.1943-555X.0000235.
   Web of Science ®Google Scholar
• Shariatfar, M., et al., 2022. Effects of flooding on pavement performance: a machine learning-based network-level assessment. Sustainable and Resilient Infrastructure, 7 (6), 695–714. doi:10.1080/23789689.2021.2017736.
   Web of Science ®Google Scholar
• Smith, E. A. L., 1960. Pile-Driving analysis by the wave equation. Journal of the Soil Mechanics and Foundations Division, 86 (4), doi:10.1061/JSFEAQ.0000281.
   Google Scholar
• Van Wijk, A. J., 1985. Pavement pumping: (1) subbase erosion and (2) economic modeling. Joint highway research project file 5-10. West Lafayette, Indiana: Purdue University.
   Google Scholar