Application of semi-analytical finite element method to evaluate asphalt pavement bearing capacity

References

• ABAQUS 6.11, 2011. ABAQUS analysis user’s manual. Providence, RI: Dassault Systemes Simulia Corp.
   Google Scholar
• Arraigada, M., Partl, M.N., and Pugliessi, A., 2012. Initial tests results from the MLS10 mobile load simulator in Switzerland, advances in pavement design through full-scale accelerated pavement testing. London: Taylor & Francis Group, 277–285.10.1201/b13000
   Google Scholar
• Baltzer, S., Pratt, D., Weligamage, J., Adamsen, J., and Hildebrand, G., 2010. Continuous bearing capacity profile of 18,000 km Australian road network in 5 months. 24th ARRB conference proceedings. Melbourne, Australia.
   Google Scholar
• Bilodeau, J. and Doré, G., 2014. Stress distribution experienced under a portable light-weight deflectometer loading plate. International Journal of Pavement Engineering, 15 (6), 564–575.10.1080/10298436.2013.772612
   Web of Science ®Google Scholar
• Ferne, B.W., Langdale, P., Round, N., and Fairclough, R., 2009. Development of a calibration procedure for the U.K. highways agency traffic-speed deflectometer. Transportation Research Record, 2093 (1), 111–117.10.3141/2093-13
   Web of Science ®Google Scholar
• Ferne, B.W., Langdale, P., Round, N., and Fairclough, R., 2009. Development of the UK highways agency traffic speed deflectometer, bearing capacity of roads, railways and airfields. London, Champaign, IL: Taylor & Francis Group, 409–418.
   Google Scholar
• FGSV, 2009. Arbeitsanleitung zur Bestimmung des Steifigkeits- und Ermüdungsverhaltens von Asphalten mit dem Spaltzug-Schwellversuch als Eingangsgröße in die Dimensionierung, AL Sp – Asphalt 09 [Instructions for determining the stiffness and fatigue behavior of asphalt with the indirect tensile test as an input variable in the dimensioning, AL Sp – Asphalt 09]. Köln: FGSV Verlag (In German).
   Google Scholar
• Fritz, J.J., 2002. Flexible pavement response evaluation using the semi-analytical finite element method. International Journal of Materials and Pavement Design, 3 (2), 211–225.
   Google Scholar
• Gohl, S., 2006. Vergleich der gemessenen mechanischen Beanspruchungen der Modellstraße der BASt mit den Berechnungsergebnissen ausgewählter Programme [Comparison of the measured mechanical stress states on the model road of BASt with the calculation results of selected programs]. Professur für Straßenbau, Diplomarbeit: TU Dresden (In German).
   Google Scholar
• Goktepe, A.B., Agar, E., and Lav, A.H., 2006. Advances in backcalculating the mechanical properties of flexible pavements. Advances in Engineering Software, 37, 421–431.10.1016/j.advengsoft.2005.10.001
   Web of Science ®Google Scholar
• Gopalakrishnan, K., Thompson, M.R., and Manik, A., 2007. Rapid finite-element based airport pavement moduli solutions using neural networks. International Journal of Information and Mathematical Sciences, 3–1, 63–71.
   Google Scholar
• Hons, M.S., 2008. Seismic sensing: comparison of geophones and accelerometers using laboratory and field data. Master thesis. University of Calgary, Canada.
   Google Scholar
• Hu, S., Hu, X., and Zhou, F., 2008. Using semi-analytical finite element method to evaluate stress intensity factors in pavement structure. Pavement Cracking, London: Taylor & Francis Group, 637–646.
   Google Scholar
• Hugo, F., de Vos, E., Tayob, H., Kannemeyer, L., and Partl, M.N., 2008. Innovative applications of the MLS10 for developing pavement design systems. 3rd international conference on accelerated pavement testing, APT 2008, Madrid October.
   Google Scholar
• Khattak, M., Mohammad, L., Yuan, F., and Abadie, C., 2012. Variability of in situ HMA volumetric and mechanistic characteristics using non-destructive test (NDT): case study. International Journal of Pavement Engineering, 13 (2), 110–125.10.1080/10298436.2011.597858
   Web of Science ®Google Scholar
• Kim, J.R., Kim, W.D., and Kim, S.J., May 1994. Parallel computing using semianalytical finite element method. AIAA Journal, 32 (5), 1066–1071.
   Web of Science ®Google Scholar
• Liu, P., Wang, D., Oeser, M., and Chen, X., 2014. Einsatz der Semi-Analytischen Finite-Elemente-Methode zur Beanspruchungszustände von Asphaltbefestigungen. Bauingenieur, 89 (7/8), 333–339 (in German).
   Google Scholar
• Liu, P., Wang, D., and Oeser, M., 2015. The application of semi-analytical finite element method coupled with infinite element for analysis of asphalt pavement structural response. Journal of Traffic and Transportation Engineering (English Edition), 2 (1), 48–58.10.1016/j.jtte.2015.01.005
   Google Scholar
• Liu, P., Wang, D., and Oeser, M., 2013. Leistungsfähige semi-analytische Methoden zur Berechnung von Asphaltbefestigungen [Powerful semi-analytical method for the calculation of asphalt pavements], Tangungsband, 3. Dresdner Asphalttage, 59–68 ( in German).
   Google Scholar
• Loizos, A. and Boukovalas, G., 2005. Pavement soil characterization using a dynamic stiffness model. International Journal of Pavement Engineering, 6 (1), 5–15.10.1080/10298430500035638
   Google Scholar
• Loizos, A. and Scarpas, A.T., 2005. Verification of falling weight deflectometer backanalysis using a dynamic finite elements simulation. International Journal of Pavement Engineering, 6 (2), 115–123.10.1080/10298430500141030
   Google Scholar
• Moffatt, M. and Martin, T, 2013. State-of-the-art traffic speed deflectometer practice, Austroads Publication No. AP-T246-13, ARRB.
   Google Scholar
• Muller, W.B. and Roberts, J., 2013. Revised approach to assessing traffic speed deflectometer data and field validation of deflection bowl predictions. International Journal of Pavement Engineering, 14 (4), 388–402.10.1080/10298436.2012.715646
   Web of Science ®Google Scholar
• Norambuena-Contrerasa, J., Castro-Fresnoa, D., Vega-Zamanillob, A., Celayac, M., and Lombillo-Vozmedianod, I., 2010. Dynamic modulus of asphalt mixture by ultrasonic direct test. NDT & E International, 43 (7), 629–634.
   Web of Science ®Google Scholar
• Oeser, M., 2010. Nichtlineare numerische Simulationsmodelle für Verkehrswegebefestigungen unter Berücksichtigung von mechanischen, thermischen und hydraulischen Einwirkungen, Habilitation. Veröffentlichungen des Lehrstuhls für Statik, H. TU Dresden, 18 (In German).
   Google Scholar
• Pekcan, O., Tutumluer, E., Ghaboussi, J., 2010. Soft computing methodology to determine pavement thickness from falling weight deflectometer testing. Advances in Analysis, Modeling & Design, ASCE, GeoFlorida 2010, 2621–2630.
   Google Scholar
• Rabaiotti, C., Partl, M.N., and Caprez, M., 2008. APT device evaluation for road research in Switzerland: test campaign on a Swiss Highway with the MLS10. 3rd international conference on accelerated pavement testing, APT 2008, Madrid, October, 2008.
   Google Scholar
• Rabe, R., 2004. Bau einer instrumentierten Modellstraße in Asphaltbauweise zur messtechnischen Erfassung der Beanspruchungssituation im Straßenaufbau, [Construction of an instrumented model road in asphalt construction for the metrological detection of the stress state in road construction] AP 03 342, interner Bericht. Bergisch Gladbach: Bundesanstalt für Straßenwesen (In German).
   Google Scholar
• Rabe, R., 2007. Messtechnische Erfassung der Beanspruchungen im Straßenaufbau infolge LKW-Überfahrten über eine Modellstraße in Asphaltbauweise, [Metrological detection of the stresses in the road due to passing truck on a model road in asphalt construction], AP 04 342, interner Bericht. Bergisch Gladbach: Bundesanstalt für Straßenwesen (In German).
   Google Scholar
• Rabe, R., 2014. Angaben zum Aufbau der Modellstraße und Angabe von ausgewählten Ergebnissen und Materialkennwerten. [Information about the structure of the model road and specification of selected results and material characteristics], Bergisch Gladbach: Bundesanstalt für Straßenwesen ( In German).
   Google Scholar
• Saltan, M., Terzi, S., and Kücüksillle, E.U., 2011. Backcalculation of pavement layer moduli and Poisson’s ratio using data mining. Expert Systems with Applications, 38, 2600–2608.10.1016/j.eswa.2010.08.050
   Web of Science ®Google Scholar
• Tigdemir, M., Kalyoncuoglu, S.F., and Kalyoncuoglu, U.Y., 2004. Application of ultrasonic method in asphalt concrete testing for fatigue life estimation. NDT & E International, 37 (8), 597–602.
   Web of Science ®Google Scholar
• Wacker, B., 2015. Accelerated pavement testing program with the mobile load simulator MLS10 – temperature analysis. Bituminous mixtures and pavements VI. London: Taylor & Francis Group, 687–692.
   Google Scholar
• Wang, D., 2011. Schaffung des Bewertungshintergrunds zur Charakterisierung des Polierverhaltens der einzelnen, gesteinsbildenden Minerale und zur Untersuchung des Griffigkeitsverhaltens der Mineralaggregate in Abhängigkeit von den Polierbedingungen. [The establishment of an evaluation background for the characterization of the polishing behavior of individual, petrogenetic minerals and for the investigation of the adhesion behavior of mineral aggregates depending on the polishing conditions], Aachener Mitteilungen Straßenwesen, Erd-und Tunnelbau, 58 (In German).
   Google Scholar
• Zhou, H., 2000. Comparison of backcalculated and laboratory measured moduli on AC and granular base layer materials, NDT of pavements and backcalculation of moduli, 3. Special technical publication; STP 1375, 3–37, 161–172,
   Google Scholar
• Zienkiewicz, O.C. and Taylor, R.L., 2000. The finite element method, Vol. 1. The basis. 5th ed. Oxford: Elsevier Butterworth-Heinemann, 468–492.
   Google Scholar
• Zienkiewicz, O.C. and Taylor, R.L., 2005. The finite element method for solid and structural mechanics. 6th ed. Oxford: Elsevier Butterworth-Heinemann, 498–516.
   Google Scholar