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Publikacje
Pomoc (F2)
[59470] Artykuł:

Optimization of composition of asphalt concrete with synthetic wax modified foamed bitumen in scope of resistance to climatic conditions

Czasopismo: Procedia Engineering   Tom: 172, Strony: 409-416
ISSN:  1877-7058
Wydawca:  ELSEVIER SCIENCE BV, SARA BURGERHARTSTRAAT 25, PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS
Opublikowano: 2017
Seria wydawnicza:  Procedia Engineering
 
  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 KomunikacyjnejNiezaliczony do "N"Inżynieria lądowa, geodezja i transport203.005.00  
Justyna Mrugała WBiAKatedra Inżynierii KomunikacyjnejNiespoza "N" jednostkiInżynieria lądowa, geodezja i transport406.00.00  
Anna Chomicz-Kowalska orcid logo WBiAKatedra Inżynierii KomunikacyjnejNiezaliczony do "N"Inżynieria lądowa, geodezja i transport406.005.00  

Grupa MNiSW:  Materiały z konferencji międzynarodowej (zarejestrowane w Web of Science)
Punkty MNiSW: 15
Klasyfikacja Web of Science: Proceedings Paper


Pełny tekstPełny tekst     DOI LogoDOI     Web of Science Logo Web of Science    
Keywords:

synthetic wax F-T  foamed bitumen  WMA technology  HWMA technology. 



Abstract:

The research concerned moisture and frost resistance of asphalt mixes for binder course produced with foamed bitumen with variable amount of synthetic wax was conducted. The wax was added to the bitumen in amounts of 1.0% to 2.5% in relation to the mass of bitumen and four concentrations of the binder were investigated: 4.3%, 4.5%, 4.8% and 5.1%. In total, 16 different bituminous mixtures were prepared and compacted at 95°C, therefore falling into warm-mix asphalt category. The obtained results were used as a base for a multivariable optimization, i.e. assessing the foamed bitumen and synthetic wax contents that would result in a bituminous mixture resistant to adverse climatic conditions. The optimized variables included: indirect tensile strength retained ITSR, indirect tensile strength at -2ºC in accordance to PANK 4302 and modified AASHTO T283 method.



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[1] J. D’Angelo, E. Harm, J. Bartoszek, G. Baumgardner, M. Corrigan, J. Cowsert, T. Harman, M. Jamshidi, W. Jones, D. Newcomb, B. Prowell, R. Sines, B. Yeaton, Warm-Mix Asphalt: European Practice, FHWA Report No. FHWA-PL-08-007, 2008.
[2] M. Iwański, A. Chomicz-Kowalska, K. Maciejewski, Application of synthetic wax for improvement of foamed bitumen parameters, Construction and Building Materials 83 (2015) 62-69. DOI:10.1016/j.conbuildmat.2015.02.060.
[3] M. Stienss, J. Judycki, Mieszanki mineralno-asfaltowe na ciepło – z asfaltem spienionym [Warm Mix Asphalt – with Foam Asphalt], Drogownictwo 9 (2010) 309-312.
[4] A. Vaitkus, D. Cygas, Analysis and evaluation of possibilities for the use of warm mix asphalt in Lithuania, The Baltic Journal of Road and Bridge Engineering 4(2) (2009) 80-86. DOI: 10.3846/1822-427X.2009.4.80-86.
[5] M. Iwański, A. Chomicz-Kowalska, Evaluation of the pavement performance, Bulletin of the Polish Academy of Sciences Technical Sciences 63(1) (2015) 525-534. DOI:10.1515/bpasts-2015-0011.
[6] M. Iwański, J. Mrugała, Moisture and frost resistance of asphalt concrete with foamed bitumen modified with synthetic wax, 3rd International Conference on Transportation Infrastructure, Pisa, Italy, 2014, pp.131-137.
[7] J. Mrugała, M. M. Iwański, Resistance to permanent deformation of HMA and HWMA withF-T wax modified foamed bitumen, 7th Scientific-Technical Conference Material Problems in Civil Engineering (MATBUD’2015) Procedia Engineering 108 (2015): 459 – 466. DOI:10.1016/j.proeng.2015.06.171.
[8] GDDKiA 2010, WT2 2010 – Wymagania Techniczne. Nawierzchnie asfaltowe na drogach krajowych. Załącznik Nr 2 do Zarządzenia Nr 2 [Technical requirements. Asphalt pavements on national roadways], Warszawa.
[9] P. Radziszewski, K. Kowalski, J. Król, M. Sarnowski, J. Piłat, Quality assessment of bituminous binders based on the viscoelastic properties: polish experience,Journal of Civil Engineering and Management 1 (20) (2014) 111-120. DOI:10.3846/13923730.2013.843586.
[10] PN-EN 1426, 2001, Asfalty i produkty asfaltowe. Oznaczanie penetracji igłą [Bitumen and bituminous binders. Determination of needle penetration ].
[11] PN-EN 1427, 2001, Asfalty i produkty asfaltowe. Oznaczanie temperatury mięknienia Metoda Pierścień i Kula [Bitumen and bituminous binders. Determination of softening point – Ring and Ball metod].
[12] PN-EN 12593, 2004, Asfalty i produkty asfaltowe. Oznaczanie temperatury łamliwości Fraassa [Bitumen and bituminous binders. Determination of breaking point – Fraass].
[13] K.M. Muthen, Foamed asphalt mixes. Mix design procedure, Contract Report CR 98/077 SABITA LTD CSIR Transportek, Pretoria, South Africa, 1999.
[14] K.J. Jenkins, J.L.A. de Groot, M.F.C. Van de Ven, A.A.A. Molenaar, Half-warm Foamed Bitumen Treatment, A New Process, Conference on Asphalt pavements for Southern Africa, Victoria Falls, Zimbabwe, 1999.
[15] 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.
[16] K.J. Jenkins, A.A.A. Molenaar, J.L.A. de Groot, M.F.C. Van de Ven, Optimisation and Application of Foamed Bitumen in Road Building, Doorwerth, Netherlands: Wegbouwkundige Werkdagen, 2000.
[17] G. Martinez-Arguelles, F. Giustozzi, M. Crispino, G.W. Flintsch, Investigating physical and rheological properties of foamed bitumen, Construction and Building Materials 72 (2014) 423-433. DOI:10.1016/j.conbuildmat.2014.09.024.
[18] PN-EN 13108-1, 2008, Mieszanki mineralno-asfaltowe. Wymagania. Część 1: Beton asfaltowy [Bituminous mixtures – Material specifications – Part 1: Asphalt Concrete].
[19] PN-EN 12697-30, 2012, Mieszanki mineralno-asfaltowe - Metody badań mieszanek mineralno-asfaltowych na gorąco - Część 30: Przygotowanie próbek zagęszczonych przez ubijanie [Bituminous Mixtures - Test Methods For Hot Mix Asphalt - Part 30: Specimen Preparation By Impact Compactor].
[20] PN-EN 12697-5, 2008, Mieszanki mineralno-asfaltowe - Metody badań mieszanek mineralno-asfaltowych na gorąco - Część 6: Oznaczenie gęstości objętościowej próbek mieszanki mineralno-asfaltowej [Bituminous Mixtures - Test Methods For Hot Mix Asphalt - Part 6: Determination of bulk density of bituminous specimen].
[21] PANK 4302 Standard Asphalt pavements. Low temperature resistance. Method of determining indirect tensile strength.
[22] AASHTO, Standard Method of Test for Resistance of Compacted Bituminous Mixture to Moisture Induced Damage, T283, Standard Specifications for Transportation Materials and Methods of Sampling and Testing, 1993.