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Tytuł artykułu

Fatigue durability of asphalt-cement mixtures

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper focuses on examinations of asphalt-cement mixtures (ACM). This is a recycled material which can be used in road pavement layers. In the article stiffness modulus tests and fatigue tests of asphalt-cement mixtures were shown. The authors decided to lead research on fatigue durability of asphalt-cement mixtures to set fatigue characteristics of these materials. So far in research or other works any adequate fatigue criterion for ACM mixtures has not been developed. As a result of the examinations a level of fatigue damage was suggested. For new fatigue damage a strain level in one million load cycle was estimated. Based on that a fatigue design criterion for asphalt-cement mixtures was estimated.
Rocznik
Strony
107--111
Opis fizyczny
Bibliogr. 27, wykr., rys., tab.
Twórcy
  • Roads and Airports Department, Institute of Civil Engineering, Wroclaw University of Technology, 27 Wyb. Stanisława Wyspiańskiego St., 50-370 Wroclaw, Poland
  • Roads and Airports Department, Institute of Civil Engineering, Wroclaw University of Technology, 27 Wyb. Stanisława Wyspiańskiego St., 50-370 Wroclaw, Poland
autor
  • Roads and Airports Department, Institute of Civil Engineering, Wroclaw University of Technology, 27 Wyb. Stanisława Wyspiańskiego St., 50-370 Wroclaw, Poland
Bibliografia
  • [1] M. Isola, G. Betti, A. Marradi, and G. Tebaldi, “Evaluation of cement treated mixtures with high percentage of reclaimed asphalt pavement”, Construction and Building Materials 48, 238-247 (2013).
  • [2] A. Tabaković, “Recycled asphalt (RA) for pavements”, Handbook of Recycled Concrete and Demolition Waste 1, 394-423 (2013).
  • [3] Z. Wang, Q. Wang, and T. Ai, “Comparative study on effects of binders and curing ages on properties of cement emulsified asphalt mixture using gray correlation entropy analysis”, Construction and Building Materials 54, 615-622 (2014).
  • [4] A. Szydło, J. Kuźniewski, and Ł. Skotnicki, “Identification’ tests of ACM mixtures which were built-in in to innovative road pavements”, Report of Institute of Civil Engineering on Wroclaw University of Technology SPR 2, CD-ROM (2013).
  • [5] F. Weinert, “Merkblatt Kaltrecycling in situ - Betonstrassentagung 2001”, Merkblatt f ¨ur Kaltrecycling in situ im Straßenoberbau (M KRC) Heft 25, K¨oln, 2002.
  • [6] E. Sadzik, “South African experience with in situ recycling with bitumen emulsion and foamed bitumen”, Seminar on Road Pavement Recycling 1, CD-ROM (2002).
  • [7] G. Forestier, M. Mangonot, G. Mauget, J. Maribas, and J. Vecoven, “Retraitement au ciment d’une chaussée en greve hydraulique”, Revue Générale des Routes et des Aérodromes 1, 706 (1993).
  • [8] “Road pavement recycling - report”, in Guidelines, Road and Bridge Research Institute, Warsaw, 2002.
  • [9] Ministere de l’Equipement, des Transports et du Tourisme, “Conception et dimensionnement des structures de chaussee”, Guide technique, LCPC, SETRA, 1994.
  • [10] J. Van der Zwan Th., “Why is pavement recycling a preferred pavement rehabilitation approach”, Seminar on Road Pavement Recycling 1, CD-ROM (2002).
  • [11] H. Sommer and J. Mullner, “HGT mit Bitumenzusatz - Laboruntersuchung“, Bundesministerium f ¨ur wirtschaftliche Angelegenheiten - Straßenforschung, Wien, 1994.
  • [12] T. Jacobson, “Cold recycling of asphalt pavement - mix in plant”, Seminar on Road Pavement Recycling 1, CD-ROM (2002).
  • [13] J.J. Emery, “Asphalt concrete recycling in Canada”, Transportation Research Record 1427, CD-ROM (1993).
  • [14] M.H. Jennings, I.J. Bhaty, and K.S. Hodson, “Towards establishing relationships between microstructure and properties of cement-based materials”, Ceramic Trans Advances in Cementitious Materials 16, CD-ROM (1990).
  • [15] R. Issa, M. M. Zaman, G. A. Miller, and L.J. Senkowski, “Characteristics of cold processed asphalt millings and cementemulsion mix”, Transportation Research Record, J. Transportation Research Board, Asphalt Mixtures, Materials and Construction 1767, CD-ROM (2001).
  • [16] S. Ellis, “Experience in the UK of recycling with cement for the structural maintenance of pavements”, Seminar on Road Pavement Recycling 1, CD-ROM (2002).
  • [17] S.F. Brown and D. Needham, “A study of cement modified bitumen emulsion mixtures”, Asphalt Paving Technology 69, CD-ROM (2000).
  • [18] L.J. Milton and M. Earland, “Design guide and specification for structural maintenance of highway pavements by cold insitu recycling”, in TRL Report 386, Transport Research Laboratory, London, 1999.
  • [19] Road and Bridge Research Institute, “Technical conditions for performing base layers built from ACM mixture”, I-61, CDROM (1999).
  • [20] General Directorate for National Roads and Motorways, “Instruction for designing and embedding of asphalt-cement mixtures (ACM)”, Gdansk, 2014.
  • [21] PN-EN 12697-24, “Bituminous mixtures - Test methods for hot mix asphalt - Part 24: Resistance to fatigue”.
  • [22] PN-EN 12697-26, “Bituminous mixtures - Test methods for hot mix asphalt - Part 26: Stiffness”.
  • [23] A.C. Pronk, Theory of the Four Point Dynamic Bending Test. Part II, Dienst Weg-en Waterbouwkunde, DWW-2002-083 Delft, 2002.
  • [24] A.C. Pronk, Theory of the Four Point Dynamic Bending test. Part I, Dienst Weg-en Waterbouwkunde, P-DWW-96-008, Delft, 2006.
  • [25] S. Mun, Nonlinear Finite Element Analysis of Pavements and Its Application to Performance Evaluation, Department of Civil Engineering, Raleigh, 2003.
  • [26] J.F. Shook, F.N. Finn, M.W. Witczak, and C.L. Monismith, “Thickness design of asphalt pavements - the asphalt institute method”, Fifth Int. Conf. on Structural Design of Asphalt Pavements 1, 17-44 (1982).
  • [27] B.J. Dempsey, D. Janssen, J. Thomas, P. Frey, A. Ioannides, and R. Elliot, Development of a Preliminary ALRS Stabilized Materials Pavement Analysis System (SPAS), Department of Civil Engineering University of Illinois ESL-TR-83-34, Illinois, 1984.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a21f47ce-ba32-41b2-882b-683134b1c883
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