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Development Of A Pavement Rutting Model Using Shakedown Theory

References Atkinson, J.H. (1981). “Foundations and slopes”. McGraw-Hill Book Company (UK). Bolton, M.D. and Lau, C.K. (1993). “Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil.” Canadian Geotech. J. , No. 30, pp 1024-1033. Boulbibane, M., Collins, I.F., Ponter, A.R.S. and Weichert, D. (2005). “Shakedwon of unbound pavements”. Road Materials and Pavement Design 6 (1), pp 81-96. Boulbibane, M. and Mohamed A.A. (2012). “Design of unbound pavement layer material based upon the shakedown concept”. Applied

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Comparative Structural Analysis of Flexible Pavements Using Finite Element Method

References Abed, A.H., and Al-Azzawi, A.A. (2012), “Evaluation of Rutting Depth in Flexible Pavements by Using Finite Element Analysis and Local Empirical Model”, American Journal of Engineering and Applied Sciences, Vol. 5, No. 2, pp. 163-169. Asphalt Institute (1982). Research and Development of Asphalt Institute’s Thickness Design Manual. 9th Ed., Research Report 82-2, The Asphalt Institute. Boussinesq, J. (1885), “Application des potentiels á l'étude de l'équilibre et du movement des solidesélastique”, Paris

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Estimation of Joint and Interface Parameters for the Finite Element Analysis of Jointed Concrete Pavement Using Structural Evaluation Results

REFERENCES AASHTO (1993). “Guide for Design of Pavement Structures.” American Association of State Highway and Transportation Officials . Ameri, M., Yavari, N. and Scullion, T. (2009). “Comparison of Static and Dynamic Backcalculation of Flexible Pavement Layer Moduli, using four Software Programs.” Asian Journal of Applied Sciences , 2(3), pp. 197-210. ANSYS Users’ Manual, ANSYS Inc. , Cannonsburg, PA, 2002. Barenberg, E. J. and Petros, K. A. (1991). “Final Summary Report Evaluation of Concrete Pavements using NDT Results.” Report No

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Variability in Pavement Design

REFERENCES Aguiar-Moya, J.P., Banerjee, A., and Prozzi, J.A. (2009) “Sensitivity Analysis of the M-E PDG Using Measured Probability Distributions of Pavement Layer Thickness”, 88th Transportation Research Board Annual Meeting. American Association of State Highway and Transportation Officials (1993) “AASHTO Guide for Design of Pavement Structures”, Washington D.C. American Association of State Highway and Transportation Officials (2008) “Mechanistic–Empirical Pavement Design Guide”, Washington D.C. American Association of State Highway and

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Extending the Service Life of Pavements

References Gschwendt, I. (1999) Vozovky: konštrukcie a ich dimenzovanie (Pavements: Structures and Design). JAGA group, ISBN 80- 88905-14-1, Bratislava, Slovakia, 1999 (in Slovak). Komacka, J. (2011) Change of Bearing Capacity Characteristics of Asphalt Pavement (2011) In: Komunikacie, 13 (3), pp. 52-55. Vol. 13, No. 3, 2011, University of Zilina, Slovakia, Copyright 2017 Elsevier B.V., SCOPUS, ISSN:1335-4205. Molenaar, A. A. (1983) Structural Performance and Design of Flexible Road Construction. Delft

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Finite Element Analysis Of Airfield Flexible Pavement

R eferences 1. D. J ohnson , B. S ukumaran , Y. M ehta , and M. W illis , “Three dimensional finite element analysis of flexible pavements to assess the effects of wander and wheel configuration,” in FAA Worldwide Airport Technology Transfer Conference , Atlantic City, New Jersey, USA, 2007. 2. M. B uonsanti and G. L eonardi , “A Finite Element Model to Evaluate Airport Flexible Pavements Response under Impact,” Applied Mechanics and Materials, vol. 138–139, pp. 257–262, 2011. 3. M. B uonsanti , G. L eonardi , and F. S coppelliti

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The Road Pavement Condition Index (PCI) Evaluation and Maintenance: A Case Study of Yemen

References ASTM D6433-09. (2009). American Society for Testing and Materials, “Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys”, United States. Galehouse, L., Moulthrop, J. S., & Hicks, R. G. (2003). Principles for Pavement Preservations: Definitions, Benefits, Issues and Barriers. TR News, 228, pp. 4-9 (via synthesis 343). Hajj, E., Loria, L., Sebaaly, P., Borroel, C., & Leiva, P. (2011). Optimum Time for Application of Slurry Seal to Asphalt Concrete Pavements, Paper No. 11

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Influence of Cracks on the Lifetime of Semi-Rigid Pavements

References Buttlar W. G., Bozkurt D. (2000) Cost-effectiveness of paving fabrics used to control reflective cracking, Transportation Research Record, Transportation Research Board , 1730, 139–149. Chen D. H., Scullion T., Bilyeu J. (2006) Lessons learned on jointed concrete pavement rehabilitation strategies in Texas, Journal of Transportation Engineering , 132 (3), 257–265. Haas R., Tighe S. (2000) Economic benefits of reducing and treating reflection cracking, Proceedings of the Fourth International RILEM Conference on Reflective Cracking

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Influence of the interface conditions on flexible pavement structures life

REFERENCES [1]. H. ZIARI, M.M. KHABIRI, “Interface Condition Influence on Prediction of Flexible Pavement Life”, Journal of Civil Engineering and Management , Vol. XIII, No. 1, pp. 71-76, 2007 . [2]. C. CĂPITANU, G. FODOR, S. CIOCA and C. DAMIAN, “Lack of adhesion between the bituminous layers, cause of premature structural deterioration of roads” , Scientific Symposium “Technical state investigation and remediation procedures used for roads”, TUCEB, Bucharest, June 28, 2002 . [3]. C. CĂPITANU, S. CIOCA and C. DAMIAN, “Analysis of some

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Analysis of Runway Deflectometer Campaign for Implementation on Airport Pavement Management System

References Briggs, R. C. & Lukanen, E. O., 2000. Variations in Backcalculated Pavement Layer Moduli in LTPP Seasonal Monitoring Sites. s.l.:ASTM. Carvalho, R. et al., 2012. Simplified Techniques for Evaluation and Interpretation of Pavement Deflections for Network-Level Analysis. s.l.:s.n. COST 336, A., 1998. Information gathering report, s.l.: s.n. Donovan, P. & Tutumluer, E., 2009. Use of Falling Weight Deflectometer testing to determine relative damage in asphalt pavement unbound aggregate layers. s.l., s

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