Test dinamici per la caratterizzazione prestazionale dei conglomerati bituminosi tiepidi
Contribuinte(s) |
Simone, Andrea |
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Data(s) |
22/07/2008
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Formato |
application/pdf |
Identificador |
http://amslaurea.unibo.it/183/1/TESI_Definitiva.pdf Ciucchi, Lorenzo (2008) Test dinamici per la caratterizzazione prestazionale dei conglomerati bituminosi tiepidi. [Laurea], Università di Bologna, Corso di Studio in Ingegneria civile [L-Ante DM509] <http://amslaurea.unibo.it/view/cds/CDS2142/> |
Relação |
http://amslaurea.unibo.it/183/ Bibliografia [1] Bayomy F., Masad E., Dessoukey S, Omer M. (2004). “Development and performance prediction of Idaho Superpave mixes”. National Institute for Advanced Transportation Technology University of Idaho. [2] Bassani M., Santagata E. (2001). “Indagini sperimentali riguardanti l’introduzione della pressa a taglio giratorio nelle norme tecniche di capitolato”. XI CONVEGNO S.I.I.V. – VERONA – 28 - 30 NOVEMBRE 2001. [3] Bonola M., De Ferrariis L. (2005). “Tecnologie per la produzione di conglomerati bituminosi con processi a bassa temperatura”. [4] British Standard Institution (1993). “Method for the determination of the Indirect Tensile Stiffness Module of bituminous materials”. London, Draft for development DD 213: 1993. [5] British Standard Institution (1995). “Sampling and examination of bituminous mixtures for roads and other paved areas – Method for determination of resistance to permanent deformation of bituminous mixtures subject to unconfined uniaxial loading”. London, 598 Part 111. [6] Cafiso S., Taormina S. (2001). “Procedure di mix design delle miscele in conglomerato bituminoso”. XI CONVEGNO S.I.I.V. – VERONA – 28 - 30 NOVEMBRE 2001. [7] CNR - BU - Norme Tecniche - N. 125 (1988) - “Istruzioni sulla pianificazione della manutenzione stradale”. [8] CNR - BU - Norme Tecniche - N. 197 (2000) - “Determinazione della deformabilità a carico costante di miscele bituminose e calcolo del modulo complesso”. [9] Crisman B., Roberti R. (2001). “Utilizzazione della pressa giratoria per la formulazione di miscele bituminose drenanti”. XI CONVEGNO S.I.I.V. – VERONA – 28–30 NOVEMBRE 2001. [10] D’Andrea A. (1996). “Innvovazione nelle procedure di mix design e impatto sulla pratica produttiva”. Rassegna del bitume n. 26/1996. [11] Das A. (2003). “On bituminous mix design”. Lecture material, Recent Trends in Bituminous Mix Design, IIT Kanpur, 11-13th August 2003. [12] Dessouky S., Masad E., Bayomy F. (2004). “Prediction of Hot Mix Asphalt Stability Using the Superpave Gyratory Compactor”. Journal of Materials in Civil Engineering, Vol. 16, No. 6, December 1, 2004. [13] Di Benedetto H., De La Roche Saint André C., Baaj H., Pronk A., Lundström R. (2004). “Fatigue of bituminous mixture”. RILEM TC 182-PEB PERFORMANCE TESTING AND EVALUATION OF BITUMINOUS MATERIALS, Materials and Structures, Vol. 37, April 2004, pp 202-216. [14] Di Benedetto H., Partl M. N., Francken L., De La Roche Saint André C. (2001). “Stiffness testing for bituminous mixture”. RILEM TC 182-PEB PERFORMANCE TESTING AND EVALUATION OF BITUMINOUS MATERIALS, Materials and Structures, Vol.34, March 2001, pp 66-70. [15] European Committee for Standardization, Bituminous mixtures (2004). “Test methods for hot mix asphalt – Part 24: Resistance to fatigue”. Brussels, CEN, EN 12697-24: 2004 (E). [16] European Committee for Standardization (2005). “Bituminous mixtures – test methods for hot mix asphalt – part 25: Cyclic compression test”. Brussels, CEN, EN 12697-25: 2005 (E). [17] European Committee for Standardization (2004). “Bituminous mixtures – test methods for hot mix asphalt – part.26: Stiffness”. Brussels, CEN, EN 12697-26: 2004. [18] European Committee for Standardization (2004). “Bituminous mixtures – test methods for hot mix asphalt – part 31: Specimen preparation by gyratory compactor”. Brussels, CEN, EN 12697-31: 2004 (E). [19] European Committee for Standardization (2004). “Bituminous mixtures – test methods for hot mix asphalt – part 35: Laboratory mixing”. Brussels, CEN, EN 12697-35: 2004 (E). [20] Faheem A., Bahia H. U. (2004). “Using gyratory compactor to measure mechanical stability of asphalt mixtures”. Wisconsin Highway Research Program 0092-01-02. [21] Francken L. (1998). “Bituminous binders and mixtures, State-of-the-art and laboratory tests on mechanical behavior and mix design”. RILEM Report 17, Ed. Francken, E & FN Spon, London 1998. [22] Giunta M. (2002). “Un modello costitutivo visco-elasto-plastico per la caratterizzazione dei conglomerati bituminosi”. XII CONVEGNO S.I.I.V. – PARMA – 30 - 31 OTTOBRE 2002. [23] Goetz W. H. (1987). “The evolution of asphalt concrete mix design”. Asphalt concrete mix design: development of more rational approaches, William Gartner Editor. [24] Harman T., Bukowski J., Moutier F., Huber G., McGennis R. (2002). “The History and Future Challenges Of Gyratory Compaction 1939 to 2001”. Journal of the Transportation Research Board, Volume 1789 / 2002, pp 200-207. [25] Kamaruddin I. (2001). “Fatigue Behaviour of Fibre Reinforced Bituminous Mixture from the Indirect Tensile Test”. PLATFORM, Vol. 2 Number 2, July – December 2001. [26] Khalid H. A. (2000). “A comparison between bending and diametral fatigue tests for bituminous materials”. Materials and Structures, Vol. 33, August-September 2000, pp 457-465. [27] Picariello F., Tattolo S. (2006). “La caratterizzazione dei conglomerati bituminosi mediante i moduli dinamici”, Strade e Autostrade n.6 – Novembre-Dicembre 2006. [28] Read J. M. (1996). “Fatigue cracking of bituminous paving mixtures”. University of Nottingham, Department of Civil Engineering, May 1996. [29] Read J. M., Brown S. F. (1996). “Fatigue characterisation of bituminous mixes using a simplified test method”. Performance and Durability of Bituminous Materials, E & FN Spon, 1996. [30] Read J. M., Collop A. (1997). “Practical Fatigue of Bituminous Paving Mixtures”. Journal of the Association of Asphalt Paving Technologists, Vol. 66. [31] Roque R., Buttlar W.G. (1992). “The development of a measurement and analysis system to accurately determine asphalt concrete properties using the indirect tensile mode”. Proceedings, Association of Asphalt Paving Technologists-Vol 61-pp 304-332. [32] Santella F. (2007). “Tutti i vantaggi del tiepido”. Le strade, n.1432 Novembre 2007. [33] Simone A., Sangiorgi C. (2006). “Le pavimentazioni stradali “a manutenzione zero”: caratterizzazione dei materiali e criteri progettuali”. Rassegna del bitume 53/06. [34] Wayne Lee K., Mahboub K. C. (2006). “Asphalt mix design and construction: past, present and future”. American Society of Civil Engineers. Siti web: http://www.sciencedirect.com http://www.europa.eu.int http://www.siiv.it http://www.stradeeautostrade.it http://www.infrastrutturetrasporti.it http://www.dot.gov http://www.nottingham.ac.uk |
Direitos |
info:eu-repo/semantics/restrictedAccess |
Palavras-Chave | #Conglomerati bituminosi tiepidi Pressa Giratoria ITSM ITFT Creep Test #scuola :: 843884 :: Ingegneria e Architettura #cds :: 2142 :: Ingegneria civile [L-Ante DM509] #indirizzo :: 220 :: Trasporti #sessione :: prima |
Tipo |
PeerReviewed |