Evaluation of geocomposite-reinforced bituminous pavements with Amirkabir University Shear Field Test

References

• Abd El Halim, A. O. (2004). An in-situ shear test facility for asphalt concrete pavements (NCHRP IDEA Project #87 Final Report. Washington, DC: Institution is NCHRP).
   Google Scholar
• Al-Qadi, I. L., Baek, J., & Buttlar, W. G. (2008). Development of reflective cracking index to determine the effectiveness and service life of strip interlayer systems. Proceedings of 6th International RILEM Conference, Chicago, pp. 801–810.
   Google Scholar
• Al-Qadi, I. L., Carpenter, S. H., Leng, Z., Ozer, H., & Trepanier, J. S. (2008). Tack coat optimization for HMA overlays: Laboratory testing (Final Report No. FHWA-ICT-08-023). Illinois: Illinois Department of Transportation, Illinois Center of Transportation.
   Google Scholar
• Al-Qadi, I. L., Elseifi, M. A., & Leonard, D. (2003). Development of an overlay design model for reflective cracking with and without steel reinforcement. Journal of the Association of Asphalt Paving Technologists, 72, 388–423.
   Google Scholar
• Amini, F. (2005). Potential applications of paving fabrics to reduce reflective cracking (Technical Report No. FHWA/MS-DOT-RD-05-174). Jackson, Mississippi: Department of Civil & Environmental Engineering Jackson State University in Cooperation with the Mississippi Department of Transportation and the U.S. Department of Transportation Federal Highway Administration.
   Google Scholar
• Anderson, T. L. (1994). Fracture mechanics: Fundamentals and applications (2nd ed.). Boca Raton, FL: CRC Press.
   Google Scholar
• Anderson, T. W., & Darling, D. A. (1954). A test of goodness of fit. Journal of the American Statistical Association, 49(268), 765–769. doi: 10.1080/01621459.1954.10501232
   Web of Science ®Google Scholar
• Bae, A., Mohammad, L. N., Elseifi, M. A., Button, J., & Patel, N. (2010). Effects of temperature on interface shear strength of emulsified tack coats and its relationship to rheological properties. Transportation Research Record: Journal of the Transportation Research Board, 2180, 102–109. doi: 10.3141/2180-12
   Web of Science ®Google Scholar
• Baek, J. (2010). Modeling reflective cracking development in hot mix asphalt overlays and quantification of control techniques (PhD diss.). Illinois: University of Illinois at Urbana-Champaign.
   Google Scholar
• British Board of Agreement. (2004). Guidelines document for the assessment and certification of thin surfacing systems for highways (Monograph No. SG3/05/234). ARRB Group Limited.
   Google Scholar
• Brown, S. F. (2006). Reinforcement of pavements with steel meshes and geosynthetics. Keynote presentation. In COST action 348 Dissemination international symposium, London.
   Google Scholar
• Brown, S. F., Brunton, J. M., Hunghes, D. A. B., & Brodrick, B. V. (1985). Polymer grid reinforcement of asphalt. Proceedings of Association of the Asphalt Paving Technologists, 54, 18–44.
   Google Scholar
• Brown, S. F., Thom, N. H., & Sanders, P. J. (2001). A study of grid reinforced asphalt to combat reflection cracking. Journal of Association of Asphalt Paving Technologists, 70, 543–569.
   Google Scholar
• Canestrari, F., Ferrotti, G., Lu, X., Millien, A., Partl, M. N., Petit, C., Raab, C. (2013). Mechanical testing of interlayer bonding in asphalt pavements. In Advances in interlaboratory testing and evaluation of bituminous materials (pp. 303–360). Netherlands: Springer.
   Google Scholar
• Canestrari, F., Ferrotti, G., Partl, M. N., & Santagata, E. (2005). Advanced testing and characterization of interlayer shear resistance. Transportation Research Record: Journal of the Transportation Research Board, 1929, 69–78. doi: 10.3141/1929-09
   Google Scholar
• Charmot, S., Romero, P., & Dunning, M. (2005). Forensic analysis of slippage cracking. In Proceedings of the 84th TRB annual meeting, Washington, DC.
   Google Scholar
• Cleveland, G. S., Button, J. W., & Lytton, R. L. (2002). Geosynthetic in flexible and rigid pavement overlay (Report 1777-1). TX: Texas Transport Institute, Texas A&M University System.
   Google Scholar
• Cleveland, G. S., Lytton, R. L., & Button, J. W. (2003). Reinforcing benefits of geosynthetic materials in asphalt concrete overlays using Pseudo Strain Damage Theory (Paper 03-2198). Transportation Research Board for Publication in Transportation Research Record. Austin, TX: Texas Department of Transportation.
   Google Scholar
• Diakhaté, M. (2007). Fatigue et comportement des couches d’accrochage dans les structures de chaussées (Ph-D thesis). Limoges: University of Limoges.
   Google Scholar
• Donovan, E. P., Al-Qadi, I. L., & Loulizi, A. (2000). Optimization of tack coat application rate for geocomposite membrane on bridge decks. Transportation Research Record: Journal of the Transportation Research Board, 1740, 143–150. doi: 10.3141/1740-18
   Google Scholar
• Eidgenössische Materialprüfungs- und Forschungsanstalt. 1985. Swiss federal laboratories for materials science and technology (EMPA) (Test Report No. 51872, Dübendorf).
   Google Scholar
• Fallah, S., & Khodaii, A. (2015). Reinforcing overlay to reduce reflection cracking; an experimental investigation. Geotextiles and Geomembranes, 43, 216–227. doi: 10.1016/j.geotexmem.2015.03.002
   Web of Science ®Google Scholar
• Gonzalez-Torre, I., Calzada-Perez, M. A., Vega-Zamanillo, A., & Castro-Fresno, D. (2015). Evaluation of reflective cracking in pavements using a new procedure that combine loads with different frequencies. Construction and Building Materials, 75, 368–374. doi: 10.1016/j.conbuildmat.2014.11.030
   Web of Science ®Google Scholar
• Grzybowska, W., Wojtowicz, J., & Fonferko, L. (1993). Application of geosynthetics to overlays in Krakow Region of Poland. In Proceedings Reflective Cracking in Pavements, State of the Art and Design Recommendations. Proceedings Reflective Cracking Second International RILEM Conference. Krakow University of Technology/Taylor & Francis, pp. 290–298.
   Google Scholar
• Hasiba, K. I. Q. (2012). Development of a testing approach for tack coat application rate at pavement layer interfaces (Master’s thesis). Advisor: Professor Imad L. Al-Qadi. Urbana, IL: University of Illinois at Urbana-Champaign.
   Google Scholar
• Khodaii, A., Fallah, S., & Moghadas Nejad, F. (2009). Effects of geosynthetics on reduction of reflection cracking in asphalt overlays. Geotextiles and Geomembranes, 27, 1–8. doi: 10.1016/j.geotexmem.2008.05.007
   Web of Science ®Google Scholar
• Kim, K. W., Doh, Y. S., & Lim, S. 1999. Mode I reflection cracking resistance of strengthened asphalt concrete. Journal of Construction and Building Materials, 13, 243–251. doi: 10.1016/S0950-0618(99)00032-X
   Web of Science ®Google Scholar
• Komatsu, T., Kikuta, H., Tuji, Y., & Muramatsu, E. (1998). Durability assessment of geogrid-reinforced asphalt concrete. Geotextiles and Geomembranes, 8, 217–237.
   Google Scholar
• Lepert, P., Poilane, J. P., & Villard-Bats, M. (1992). Evaluation of various field measurement techniques for the assessment of pavement interface condition. 7th international conference on asphalt pavements (Vol. 3, pp. 224–237), Minneapolis.
   Google Scholar
• Lytton, R. L., Tsai, F. L., Lee, S. I., Luo, R., Hu, S., & Zhou, F. (2010). Models for predicting reflection cracking of hot-mix asphalt overlays (NCHRP Report 669). College Station, TX: Transportation Research Board. Transportation Institute of Texas A&M University.
   Google Scholar
• Moghadas Nejad, F., Asadi, S., Fallah, S., & Vadood, M. (2016). Statistical-experimental study of geosynthetics performance on reflection cracking phenomenon. Geotextiles and Geomembranes, 44, 178–187. doi: 10.1016/j.geotexmem.2015.09.002
   Web of Science ®Google Scholar
• Moghadas Nejada, F., Noory, A., Toolabib, S., & Fallah, S. (2014). Effect of using geosynthetics on reflective crack prevention. International Journal of Pavement Engineering, 16(6), 477–487. doi: 10.1080/10298436.2014.943128
   Web of Science ®Google Scholar
• Mohammad, L. N., Bae, A., Elseifi, M. A., Button, J., & Scherocman, J. A. (2009). Evaluation of bond strength of tack coat materials in field. Transportation Research Record: Journal of the Transportation Research Board, 2126, 1–11. doi: 10.3141/2126-01
   Web of Science ®Google Scholar
• Montgomery, D. C., Runger, G. C., & Hubele, N. F. (2009). Engineering statistics. Somerset, NJ: John Wiley & Sons.
   Google Scholar
• Noory, A., Moghadas Nejad, F., & Khodaii, A. (2017). Evaluation of shear bonding and reflective crack propagation in a geocomposite reinforced overlay. Geosynthetics International, 24, 1–19. doi: 10.1680/jgein.17.00007
   Web of Science ®Google Scholar
• Patel, N. B. (2010). Factors affecting the interface shear strength of pavement layers. A Thesis Submitted to the Graduate Faculty of the Louisiana State University. Gujarat University, India.
   Google Scholar
• Peattie, K. R. (1980). The incidence and investigation of slippage failures, the performance of rolled asphalt road surfacings (pp. 3–15). London: The Institution of Civil Engineers.
   Google Scholar
• Penman J., & Hook, K. D. (2008). The use of geogrids to retard reflective cracking on aiports runways, taxiways and aprons. In Proceedings of 6th International RILEM Conference, Chicago, pp. 713–720.
   Google Scholar
• Raab, C., & Partl, M. N. (2004, September). Effect of tack coats on interlayer shear bond of pavements. In Proceedings of the 8th Conference on Asphalt Pavements for Southern Africa (CAPSA’04) (Vol. 12, p. 16), Pretoria, South Africa.
   Google Scholar
• Romanoschi, S. A., & Metcalf, J. B. (2001). Characterization of asphalt concrete layer interfaces. Transportation Research Record: Journal of the Transportation Research Board, 1778, 132–139.
   Google Scholar
• Shaat, A. A. (1992). Investigation of slippage of bituminous layer in overlaid pavement in Northern Ireland. Consultancy report submitted for the DOE in Northern Ireland.
   Google Scholar
• Shane Buchanan, M., & Woods, M. E. (2004). Field Tack Coat Evaluator (ATacker) (FHWA/MS-DOT-RD-04-168). Starkville: Mississippi State University.
   Google Scholar
• Sholar, G. A., Page, G. C., Musselman, J. A., Upshaw, P. B., & Moseley, H. L. (2004). Preliminary investigation of a test method to evaluate bond strength of bituminous tack coats. Asphalt Paving Technologists, 73, 771–806.
   Google Scholar
• Sobhan, K., Genduso, M., & Tandon, V. (2005). Effects of geosynthetic reinforcement on the propagation of reflection cracking and accumulation of permanent deformation in asphalt overlays. In Third LACCET International Latin American and Caribbean Conference for Engineering and Technology (LACCET 2005). Advances in Engineering and Technology: A Global Perspective, 8–10 June 2005, Cartegena, Columbia, pp. 1–9.
   Google Scholar
• Uzan, J., Livneh, M., & Eshed, Y. (1978). Investigation of adhesion properties between asphalt concrete layers. Journal of Association of Asphalt Paving Technologists, 47, 495–521.
   Google Scholar
• Vaitkus, A., Čygas, D., Laurinavičius, A., Vorobjovas, V., & Kleizienė, R. (2012). Research of asphalt layer bonding in Lithuanian pavement structures. Građevinar, 11 . UDK 625.85.001.5.
   Google Scholar
• Vanelstraete, A., & Francken, L. (1996). Laboratory testing and numerical modelling of overlay systems on cement concrete slabs. In Third International RILEM Conference on Reflective Cracking in Pavements, Maastricht, The Netherlands.
   Google Scholar
• Virgili, A., Canestrari, F., Grilli, A., & Santagata, F. A. (2009). Repeated load test on bituminous systems reinforced by geosynthetics. Geotextiles and Geomembranes, 27(3), 187–195. doi: 10.1016/j.geotexmem.2008.11.004
   Web of Science ®Google Scholar
• Wellner, F., & Ascher, D. (2007). Untersuchungen zur wirksamkit des haftverbundes und dessen auswirkung auf die lebensdauer von asphaltbefestigungen. Dresden: Institut fur Stadtbauwesen und Verkehr, Technische Universitat Dresden.
   Google Scholar
• Woods, M. E. (2004). Laboratory evaluation of tensile and shear strengths of asphalt tack coats (Master’s Thesis). Mississippi State University, Starkville.
   Google Scholar
• Zamora-Barraza, D., Calzada-Perez, M. A., & Castro-Fresno, D. (2010). New procedure for measuring adherence between a geosynthetic material and a bituminous mixture. Geotextiles and Geomembranes, 28, 483–489. doi: 10.1016/j.geotexmem.2009.12.010
   Web of Science ®Google Scholar