Notice: Undefined index: linkPowrot in C:\wwwroot\wwwroot\publikacje\publikacje.php on line 1275
Publikacje
Pomoc (F2)
[77760] Artykuł:

Bitumen Foaming Optimisation Process on the Basis of Rheological Properties

Czasopismo: Materials   Tom: 11, Zeszyt: 10, Strony: 1-20
ISSN:  1996-1944
Opublikowano: Wrzesień 2018
 
  Autorzy / Redaktorzy / Twórcy
Imię i nazwisko Wydział Katedra Do oświadczenia
nr 3
Grupa
przynależności
Dyscyplina
naukowa
Procent
udziału
Liczba
punktów
do oceny pracownika
Liczba
punktów wg
kryteriów ewaluacji
Marek Iwański orcid logo WBiAKatedra Inżynierii KomunikacyjnejTakzaliczony do "N"Inżynieria lądowa, geodezja i transport207.00.00  
Grzegorz Mazurek orcid logo WBiAKatedra Inżynierii KomunikacyjnejTakzaliczony do "N"Inżynieria lądowa, geodezja i transport4014.00.00  
Przemysław Buczyński orcid logo WBiAKatedra Inżynierii KomunikacyjnejTakzaliczony do "N"Inżynieria lądowa, geodezja i transport4014.00.00  

Grupa MNiSW:  Publikacja w czasopismach wymienionych w wykazie ministra MNiSzW (część A)
Punkty MNiSW: 35


Pełny tekstPełny tekst     DOI LogoDOI    
Keywords:

foamed bitumen  Fisher-Tropsch wax  design of experiment  bitumen rheology  foam decay parameters 



Abstract:

Abstract: This article discusses the results of bitumen foam properties optimisation with respect to three factors: air pressure, bitumen temperature and amount of water. The test materials were unmodified bitumen 50/70 and bitumen 50/70 modified with 2.5% synthetic wax. The experiment
was designed according to the 3(3􀀀1) fractional factorial design. The distribution of parameters of bitumen foam were measured with the authors’ original apparatus using a laser beam. This measurement method increased the accuracy of maximum expansion ratio (ER) and half-life (HL) estimation. Based on HL and ER results, it was found that the foaming process increased bitumen stiffness due to the dynamic ageing of the bitumen. The experimental design allows more effective control over the properties of foamed bitumen with respect to its intended use. The presence
of synthetic wax extended the half-life of the bitumen foam.



B   I   B   L   I   O   G   R   A   F   I   A
[1] Y. R. Kim, Red., Modeling of asphalt concrete. Reston, VA : New York: ASCE Press
McGraw-Hill, 2009.
[2] B. Stefańczyk, S. Mieczkowski, Mieszanki mineralno-asfaltowe: wykonawstwo i badania [Bituminous Mixtures Performance and research] (in Polish). Warsaw: WKŁ, 2009.
[3] P. Buczyński, M. Iwański, “Complex modulus change within the linear viscoelastic region of the mineral-cement mixture with foamed bitumen” Construction and Building Materials, 172, p. 52–62, 2018. https://doi.org/10.1016/j.conbuildmat.2018.03.214
[4] B. W. Hailesilassie, M. Hugener, M. N. Partl, „Influence of foaming water content on foam asphalt mixtures”, Construction and Building Materials, 85, p. 65–77, 2015.
[5] K. J. Jenkins, J. L. A. de Groot, M. F. C. van de Ven, A. Molenaar, „Half-warm foamed bitumen treatment, a new process”, 7th Conference on Asphalt Pavements for Southern Africa, 1999.
[6] A. Chomicz-Kowalska, W. Gardziejczyk, Mateusz M. Iwański, „Analysis of IT-CY stiffness modulus of foamed bitumen asphalt concrete compacted at 95 degrees C”. Procedia Engineering. Vol. 172. 2017, pp: 550-559. doi: 10.1016/j.proeng.2017.02.065 16.
[7] K. J. Jenkins, „Mix Design Considerations for Cold and Half-Warm Bituminous Mixes with Emphasis on Foamed Bitumen”, PhD Dissertation, Department of Civil Engineering, Faculty of Engineering, University of Stellenbosch, Stellenbosch, South Africa, 2000.
[8] H. I. Ozturk, M. E. Kutay, „Novel Testing Procedure for Assessment of Quality of Foamed Warm Mix Asphalt Binders”, Journal of Materials in Civil Engineering, 26(8), 2014.
[9] G. He, W. Wong, „Decay properties of the foamed bitumens”, Construction and Building Materials, 20(10), p. 866–877, 2006.
[10] M. Saleh, „Characterisation of foam bitumen quality and the mechanical properties of foam stabilised mixes”. University of Canterbury Research Repository, 2006.
[11] A. Woszuk, A. Zofka, L. Bandura, W. Franus, „Effect of zeolite properties on asphalt foaming”, Construction and Building Materials, 139, p. 247–255, 2017.
[12] M. Iwański, A. Chomicz-Kowalska, K. Maciejewski, „Application of synthetic wax for improvement of foamed bitumen parameters”, Construction and Building Materials, 83, p. 62–69, 2015.
[13] E. N. Brainov, „Formation and properties of bituminous foams”, Chemistry and Technology of Fuels and Oils, 26(10), p. 544–548, 1990.
[14] G. Martinez-Arguelles, F. Giustozzi, M. Crispino, G. W. Flintsch, „Investigating physical and rheological properties of foamed bitumen”, Construction and Building Materials, 72, p. 423–433, 2014.
[15] AASHTO - MP1, „Standard specification for performance graded asphalt binder”. .
[16] A. Jamshidi, M. O. Hamzah, Z. You, „Performance of Warm Mix Asphalt containing Sasobit®: State-of-the-art”, Construction and Building Materials, 38, p. 530–553, 2013.
[17] M. Iwański, G. Mazurek, „Structuring role of F-T synthetic wax in bitumen”, Bulletin of the Polish Academy of Sciences Technical Sciences, 62(3), 2014.
[18] M. Iwański, G. Mazurek, „Optimization of the Synthetic Wax Content on Example of Bitumen 35/50”, Procedia Engineering, 57, p. 414–423, 2013.
[19] S. Sunarjono, The infuence of foamed bitumen characteristic on cold-mix asphalt properties. University of Nottingham, 2008.
[20] EN 13302, „Bitumen and bituminous binder. Determination of complex shear modulus and phase angle
Dynamic shear rheometer”.
[21] F. Morea, R. Zerbino, J. Agnusdei, „Improvements on asphalt mixtures rutting performance characterization by the use of low shear viscosity”, Materials and Structures, 46(1-2), p. 267–276, 2013.
[22] EN 14770, „Bitumen and bituminous binder. Determination of complex shear modulus and phase angle”.
[23] „Superpave Asphalt Mixture Design & Analysis”, NATC-SP 101, 1994.
[24] J. C. Petersen, Strategic Highway Search Program (U.S.), Binder characterization and evaluation. Washington, D.C.: Strategic Highway Research Program, National Research Council, 1994.
[25] Ž. R. Lazić, Design of experiments in chemical engineering: a practical guide. Weinheim 
[Germany]: Wiley-VCH, 2004.
[26] D. C. Montgomery, Design and analysis of experiments, Eighth edition. Hoboken, NJ: John Wiley & Sons, Inc, 2013.
[27] D. E. Newcomb i in., Properties of Foamed Asphalt for Warm Mix Asphalt Application. Washington, D.C.: Transportation Research Board, 2015.
[28] L. S. F. Abreu, J. R. M. Oliveira, H. M. R. D. Silva, D. Palha, S. V. Fonseca, „Suitability of different foamed bitumens for warm mix asphalts with increasing recycling rates”, Construction and Building Materials, 142, p. 342–353, 2017.
[29] M. F. Saleh, „Effect of rheology on the bitumen foamability and mechanical properties of foam bitumen stabilised mixes”, International Journal of Pavement Engineering, 8(2), p. 99–110, 2007.
[30] B. N. Taylor, C. E. Kuyatt, „Guidelines for Evaluating and Expressing the Uncertainty of NIST Measurement Results”. NIST Technical Note 1297, 1994.
[31] G. Airey, „Rheological properties of styrene butadiene styrene polymer modified road bitumens”, Fuel, 82(14), p. 1709–1719, 2003.
[32] M. Iwański, M. Cholewińska, G. Mazurek, „Viscoelastic Properties of Polymer Modified Bitumen in Warm Mix Asphalt Technology in Terms of Ageing”, Procedia Engineering, 172, p. 401–408, 2017.
[33] D. Sybilski, Ocena nawierzchni w Polsce metodami SHRP [The pavements evaluation using SHRP metodology in Poland] (in Polish), IBDiM. 2000.
[34] D. A. Anderson, T. W. Kennedy, „Development of SHRP binder specification”, Journal of the Association of Asphalt Paving Technologists, 62, p. 481–501, 1993.
[35] D. A. Anderson, „Understanding the MSCR Test and its Use in the PG Asphalt Binder Specyfication”, Asphalt Intitute, 2011.
[36] J. B. Król, K. J. Kowalski, S. Radziszewski, M. Sarnowski, „Rheological behaviour of n-alkane modified bitumen in aspect of Warm Mix Asphalt technology”, Construction and Building Materials, 93, p. 703–710, 2015.
[37] A. A. Gonzalez, An experimental study of the deformational and performance characteristics of foamed bitumen stabilized pavement. University of Canterbury. Civil and Natural Resources Engineering, 2009.
[38] H. M. R. D. Silva, J. R. M. Oliveira, J. Peralta, S. E. Zoorob, „Optimization of warm mix asphalts using different blends of binders and synthetic paraffin wax contents”, Construction and Building Materials, 24(9), p. 1621–1631, 2010.
[39] M. Klabińska, J. Piłat, Reologia asfaltów i mas mineralno-asfaltowych [Rheology of bitumen and bituminous mixtures] (in Polish). WKŁ, 1982.
[40] Wirtgen Group, Cold Recycling Technology, Windhagen: Wirtgen GmbH, 2012.
[41] G. Derringer, R. Suich, „Simultaneous Optimization of Several Response Variables”, Journal of Quality Technology, 14(4), p. 214–219, 1980.
[42] Asphalt Academy, „Technical guideline: Bitumen stabilized materials”. 2009.
[43] K. M. Muthen, R. M. Lewis, R. M. Vos, „Foamed asphalt mixes, mix design procedure”, in 7-th Conference on Asphalt Pavements for Southern Africa, 1999.
[44] L. J. Milton, M. Earland, „Design guide and specification for structural maintenance of highway pavements by cold in-situ recycling”. TRL386, 1999.
[45] C. Leek, G. Jameson, „Review of foamed bitumen stabilisation mix design method”. Sydney, NSW: Austroads, 2011.