Verktækni - 2015, Side 48

Verktækni - 2015, Side 48
48 VERKTÆKNI 2015/21 ritrýndar vísindagreinar Heimildir Ahmed, A. W. & Erlingsson, S. (2013). Evaluation of permanent deformation models for unbound granular materials using accelerated pavement tests. Road Materials and Pavement Design. 14/1, 178­195. doi:10.1080/14680 629.2012.755936. (Á ensku). ARA Inc. (2004). “Guide for the Mechanistic­Empirical Design of New and Rehabilitated Pavement Structures, Final report, NCHRP 1­37A.” Transportation Research Board of the National Academies, Washington, D.C., USA. (Á ensku). Brinkgreve, R.B.J. (2007). PLAXIS 3D foundation, version 2, manual. PLAXIS, Delft, Netherlands. (Á ensku). Charlier, R., Hornych, P., Sršen, M., Hermansson, Å., Bjarnason, G., Erlingsson, S. & Pavšič, P. (2009). Water Influence on Bearing Capacity and Pavement Performance: Field Observations. In Dawson (ed.) Water in Road Structures – Movement, Drainage & Effects. Springer Science+Business Media. 175­ 192. (Á ensku). Ekblad, J. (2007). Influence of Water on Coarse Granular Road Material Properties. Stockholm, Sweden: Ph.D. thesis, KTH Royal Institute of Technology. (Á ensku). Erlingsson, S. (2007). “Mechanistic Pavement Design – A road to better und­ erstanding of pavement performance,” Proceedings of the International seminar on pavement design systems and pavement performance models, Reykjavik, 22­23 March. Erlingsson, S. & Ahmed, A. W. (2013). Fast layered elastic response program for analysis of flexible pavement structures. Road Materials and Pavement Design. 14/1, 196­210. doi:10.1080/14680629.2012.757558. (Á ensku). Huang, Y. H. (2004). Pavement Analysis and Design. 2nd ed. Upper Saddle River, New Jersey, USA: Pearson Education Inc., Prentice Hall and Education Inc. (Á ensku). Korkiala­Tanttu, L. (2008). Calculation method for permanent deformation of unbound pavement materials. Espoo, Finland: VTT Technical Research Centre of Finland. (Á ensku). Korkiala­Tanttu, L. (2009) Verification of rutting calculation for unbound road materials, Transport, Proc. of the Institution of Civil Engineers, 162/TR2, 107 – 114. (Á ensku). Kumara, M. A. W. (2005). Analysis and Verification of Stresses and Strains and Their Relationship to Failure in Concrete Pavements Under Heavy Vehicle Simulator Loading. University of Florida, USA. (Á ensku). Lekarp, F., Isacsson, U. & Dawson, A. (2000a). State of the Art. I: Resilient Response of Unbound Aggregates. Journal of Transportation Engineering, ASCE. 126/1, 66­75. (Á ensku). Lekarp, F., Isacsson, U. & Dawson, A. (2000b). State of the Art. II: Permanent Strain Response of Unbound Aggregates. Journal of Transportation Engineering, ASCE. 126/1, 76­83. (Á ensku). Li, T. & Baus, R. L. (2005). Nonlinear Parameters for Granular Base Materials from Plate Tests. Journal of Geotechnical and Geoenvironmental Engineering. 131/7, 907­913. (Á ensku). May, R. W. & Witczak, M. W. (1981). Effective granular modulus to model pavement response. Transportational Research Record 810. Washington D.C.: National Research Council, 1­9. (Á ensku). Metcalf, J.B. (1996). NCHRP Synthesis of Highway Practice 235: Application of Full­Scale Accelerated Pavement Testing. Transportation Research Board (TRB), National Research Council, Washington D.C., USA. (Á ensku). NCHRP (2012). NCHRP synthesis 433 – Significant findings from full­scale accelerated pavement testing. Transportation Research Board of the National Academies. Washington, D.C., USA. source: www.trb.org. (Á ensku). Nokes, W. A., Mahdavi, M., Burmas, N. I., Holland, T. J., du Plessis, L. & Harvey, J. T. (2012). Developments in evaluating the benefits of implem­ ented accelerated pavement testing results in California. In Harvey, J., Jones, D., Mateos, A. & Al­Qadi, I. (eds.) Advances in Pavement Design through Full­scale Accelerated Pavement Testing. Taylor & Francis Group, London. 529­540. (Á ensku) du Plessis, L., Coetzee, N. F., Burmas, N., Harvey, J.T. and Monismith, C.L. (2008). The Heavy Vehicle Simulator in Accelerated Pavement Testing – a Historical Overview and New Developments. Proceedings of the 3rd Accelerated Pavement Testing (APT), international conference, 1­3 October 2008. Madrid, Spain. (Á ensku) Rahman, S. & Erlingsson, S. (2012). Moisture Sensitivity of Unbound Granular Materials. Proceedings of the 4th European pavement and asset management conference (EPAM4), 5­7 September 2012. Malmö, Sweden, CD­ROM. (Á ensku). Ríkiskassinn (2014). www.rikiskassinn.is. [Sótt 2.september 2014]. Saevarsdottir, Th. & Erlingsson, S. (2013). Water impact on the behaviour of flexible pavement structures in an accelerated test. Road Materials and Pavement Design. 14/2, 256­277. doi:10.1080/14680629.2013.779308. (Á ensku). Saevarsdottir, Th. & Erlingsson, S. (2014). Modelling of responses and rutting profile of a flexible pavement structure in an HVS test. Road Materials and Pavement Design. doi:10.1080/14680629.2014.939698. (Á ensku). Saevarsdottir, Th., Erlingsson, S. & Carlsson, H. (2014). Instrumentation and performance modelling of Heavy Vehicle Simulator tests. Accepted for publication to International Journal of Pavement Engineering. (Á ensku). Salour, F. & Erlingsson, S. (2013). Investigation of a Pavement Structural Behaviour during Spring Thaw Using Falling Weight Deflectometer. Road Materials and Pavement Design.14/1, 141­158. doi:10.1080/14680629.20 12.754600. (Á ensku). Schanz, T., Vermeer, P. A. & Bonnier, P. G. (1999). The hardening soil model: Formulation and verification. In Ronald B.J. Brinkgreve (ed.) Beyond 2000 in Computational Geotechnics­ 10 Years of PLAXIS. A. A. Balkema, Rotterdam, The Netherlands. (Á ensku). Theyse, H. L. (2002). Stiffness, Strength and Performance of Unbound Aggregate Material: Application of South African HVS and Laboratory Results of California Flexible Pavements. Report for the California Pavement Research Program, University of California, Pavement Research Cener. (Á ensku). Uzan, J. (1985). Characterization of granular materials. Transportational Research Record 1022, TRB. Washington, D.C.: National Research Council, 52­59. (Á ensku). Vegagerðin (2014). www.vegagerdin.is. [Sótt 2.september 2014]. Wiman, L. G. (2001). VTI rapport 477A, Accelerated load testing of pavements; HVS­NORDIC tests in Sweden 1999. Linköping, Sweden: Swedish National Road and Transport Research Institute (väg­ och transport­ forskningsinstitut – VTI). (Á ensku). Wiman, L. G. (2006). “VTI rapport 544A, Accelerated load testing of pavem­ ents, HVS­Nordic tests at VTI Sweden 2003­2004”. Swedish National Road and Transport Research Institute (Väg­ och transportforskningsinstitut – VTI), Linköping, Svíþjóð. (Á ensku) Wiman, L. G. (2010). VTI rapport 628, Accelererad provning av väg­ konstruktioner; Referensöverbyggnad enligt ATB Väg. Linköping, Sweden: Swedish National Road and Transport Research Institute (Väg­ och transportforskningsinstitut – VTI). (Á sænsku) Velkomin í HR „Ég er menntaður vélvirki og nám í tæknifræði var eðlilegt framhald. Í tæknifræði í HR eru verklegu áfangarnir skipulagðir með bóklegu áföngunum á spennandi hátt. Það er náið samstarf milli nemenda og kennara og verkefnin eru í samræmi við kröfur atvinnulífsins hverju sinni og í stöðugri endurskoðun. Til dæmis vann ég með öðrum nemendum að rekstrar- og viðskiptaáætlun fyrir ferðamannasiglingar um Breiðafjörðinn, smíðaði lagnakerfi og svo auðvitað vatnaflygilinn!” Baldur Arnar Halldórsson Tæknifræðingur frá HR 2014 Véla- og orkutæknifræði hr.is @haskolinn#haskolinnrvk@haskolinn

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