Notice: Undefined index: linkPowrot in C:\wwwroot\wwwroot\publikacje\publikacje.php on line 1275
Publikacje
Pomoc (F2)
[63140] Artykuł:

Resistance to the effects of water and frost of the recycled base rehabilitated with foamed bitumen technology

Czasopismo: Bituminous Mixtures and Pavements, Edited by Prof. A.F. Nikolaides   Tom: I, Strony: 879-888
Opublikowano: 2011
Liczba arkuszy wydawniczych:  0.50
 
  Autorzy / Redaktorzy / Twórcy
Imię i nazwisko Wydział Katedra Procent
udziału
Liczba
punktów
Marek Iwański orcid logoWBiAKatedra Inżynierii Komunikacyjnej50.00  
Anna Chomicz-Kowalska orcid logoWBiAKatedra Inżynierii Komunikacyjnej50.00  

Grupa MNiSW:  Recenzowany referat w materiałach konferencyjnych w języku angielskim
Punkty MNiSW: 0



Keywords:

Foamed bitumen  cold recycling technology  pavement. 



Abstract:

Due to the climatic conditions in the Central European countries road pavement structure, apart from having the required load capacity, should be water and frost resistant. This problem is especially important for pavements rehabilitated with the cold recycling technology. Determining the mechanical properties as well as water and frost resistance depending on the binder and filler contents is an essential element before its introduction to road building.
The tests were performed on mineral recycled base mixes with foamed bitumen, in which the material from the existing layers was used. The bitumen binder was added to the recycled material in the amount of 2,0% to 3,5 %, and hydraulic binder (cement) of 1,0% to 2,5% with changes every 0,5% at variable. The measurements of resistance to the effects of water and frost according to the AASHTO T283 method and the resistance to low temperature cracking according to the PANK 4302 methods confirmed that used foamed bitumen in the cold recycling technology is resistant to these climatic factors. The results obtained were subjected to the optimization process, which allowed to state that with the application of 2,5 % foamed bitumen and 2,0 % of cement the base has the required mechanical properties as well as water and frost resistance according to the applied criteria.



B   I   B   L   I   O   G   R   A   F   I   A
[1] Zawadzki J, J. Matras, T. Mechowski, D. Sybilski, Technical guideline of performance of the base mineral-cement-emulsion (MCE) mix, 61, IBiM. Warszawa, 1999.
[2] Romanoschi, S.A., M. Heitzman, A.J. Gisi, Foamed asphalt stabilized reclaimed asphalt pavement: A promising technology for Mid-western roads, Mid-continent transportation research symposium, Iowa State University, Iowa, Australia, 2003.
[3] AASHTO T283 - Standard Method for Test for Resistance of Compacted Bituminous Mixture to Moisture Inducted Damage, Standard Specification for Transportation Materials and Methods of Sampling and Testing.
[4] PANK 4302 – Standard Asphalt pavements. Low temperature resistance. Method of determining indirect tensile strength.
[5] Lewis, A.J.N, D.C. Collings, Cold in-place recycling: A relevant process for road rehabilitation and upgrading, 7th Conference on asphalt pavements for Southern Africa, Victoria Falls: Zimbabwe, 1999.
[6] Piasta Z., A. Lenarcik, Methods of statistical multi-criteria optimization [in:] A. M. Brandt (red.) [Optimization Methods for Material Design of Cementbased Composites]. E & FN Spon. London, New York. p. 45-59, 1998.
[7] Montgomery D.G, Design and Analysis of Experiments, 5th Edition, John Wiley and Sons, 2001.
[8] Tunnicliff D.G., R.E. Root, Antistirpping in Asphalt Concrete State-of-Art, The Association of Asphalt Technology, vol. 51, 1981.
[9] Iwański M, Base with foamed bitumen, Road Pavement, 3, 97–106, 2006.
[10] Asphalt Academy, The Design and Use of Foamed Bitumen Treated Materials, Pretoria, Technical Guideline 2 (TG2), 2002.
[11] Asphalt Academy, Technical Guideline: Bitumen Stabilised Materials, A Guideline for the Design and Construction of Bitumen Emulsion and Foamed Bitumen Stabilised Materials, Pretoria, South Africa, 2009.
[12] Muthen K.M, Foamed Asphalt Mixes – Mix Design Procedure, Contract Report No. CR-98/077, SABITA and CSIR Transportek, Pretoria, South Africa, 1999.
[13] Csanyi L.H, Foamed Asphalt in Bituminous Paving Mixes, Highway Research Board Bulletin, Vol.10, No.160, p. 108-122, 1957.
[14] Kim, J, H.S. Lee, Development of a mix design process for cold-in place rehabilitation using foamed asphalt, Final report for TR-474 Phase 1, University of Iowa, Iowa, USA, 2003.
[15] Judycki J, J. Jaskuła, Investigations into water and frost resistance of asphalt concrete, Road Pavement, 12, 374-378, 1997.
[16] Iwański M., A. Chomicz, Usefulness to foaming of road asphalts used in Poland, Road Pavement, 8, 267–271, 2006.
[17] Wirtgen GmbH, Cold Recycling Manual, 3nd edition published by Wirtgen GmbH, Windhagen, Germany, 2010.