The water resistance of a recycled base with foamed bitumen in the aspect of road binder composition

Przemysław Buczyński


Kielce University of Technology (Poland)
https://orcid.org/0000-0003-0798-8093

Marek Iwański

iwanski@tu.kielce.pl
Kielce University of Technology (Poland)
https://orcid.org/0000-0002-0414-682X

Grzegorz Mazurek


Kielce University of Technology (Poland)
https://orcid.org/0000-0002-9735-1725

Abstract

The paper describes research results of recycled base which was performed
in a cold deep recycling technology with foamed bitumen and different type of hydraulic
mixed binder in the aspect of water resistance. An individual design of a composition of a
binder enables to achieve a precise adjustment of a binder’s impact to local conditions and
required parameters of a recycled base. The design a recycled base with foamed bitumen
simulated a cold deep recycling process with materials from existing crushed bituminous
pavement layers ("technology in-situ"). To produce the foamed bitumen a road bitumen of
penetration grade 50/70 was used. Moreover, the following mineral components were
categorised as a waste material: reclaimed asphalt pavement, 0/31,5 mm aggregate and
aggregates for soil gradation improvement 0/4. A composition of the recycled base consisted of the binders prepared in the laboratory as a result of a mix of three basic components.
The percentage of individual road binders was determined in line with the plan of the
simlex-centroid experiment. For the purpose of determining an influence of such a hydraulic
road binder on the water resistance in recycled base, the following tests were carried out:
void contents Vm, tensile strength ratio TSR (water resistance). Additionally, an evaluation
of increase of indirect tensile modulus (IT-CY) was conducted. On the basis of the test
results, a varied impacts of tested hydraulic road binders on mechanical properties and
water resistence of recycled base with foamed bitumen were observed. On the basis of the
plan of the experiment, it was possible to determine the recommended road binder composition that enabled to obtain the water resistance in the recycled base with foamed bitumen


Keywords:

hydraulic road binder, cold deep recycling, foamed bitumen, hydrated lime, portland cement, cement dust, recycled base

Iwański M., Chomicz-Kowalska A. Laboratory Study on Mechanical Parameters of Foamed Bitumen Mixtures in the Cold Recycling Technology. Procedia Engineering, Volume 57 (2013) 433-442.
  Google Scholar

Cyr M., Pouhe R. The frost resistance of alkali-activated cement-based binders Handbook of Alkali-Activated Cements. Mortars and Concretes (2015) 293-318.
  Google Scholar

Iwański M., Mazurek G. The impact of aging on water and frost resistance of asphalt concrete with low-temperature bitumen. Structure and Environment Vol. 2 no. 1 (2010) 24-31.
  Google Scholar

Iwański M., Chomicz-Kowalska A. Resistance of the pavement to water and frost in the cold recycling technology. Structure and Environment Vol. 2 no. 1 (2010) 9-14.
  Google Scholar

Judycki J., Jaskuła J. Badania odporności betonu asfaltowego na oddziaływanie wody i mrozu, Drogownictwo 12 (1997) 374-378.
  Google Scholar

Iwański M. Wodo- i mrozoodporność betonu asfaltowego z kruszywem kwarcytowym. V Konferencja Międzynarodowa. Trwałe i bezpieczne nawierzchnie drogowe. Kielce 11-12 maja (1999) 77-84.
  Google Scholar

Judycki J. Analiza i projektowanie konstrukcji nawierzchni podatnych i półsztywnych. Wydawnictwo Komunikacji i Łączności. Warszawa 2014.
  Google Scholar

Dołżycki B. Instrukcja projektowania i wbudowywania mieszanek mineralno-cementowoemulsyjnych (MCE). GDDKiA, Gdańsk 2014.
  Google Scholar

Iwański M., Buczyński P. Properties of the Recycled Base Course with Respect to the Road Binder Type. 9th International Conference Environmental Engineering at Vilnius (2013).
  Google Scholar

Deja J., Gołek Ł., Kołodziej Ł. Application of glass cullet in binder production. Cement-LimeConcrete Vol. 2011/6 (2011) 349-354.
  Google Scholar

Gawlicki M., Wons W. Popioły lotne z kotłów fluidalnych jako składniki popiołowocementowych spoiw drogowych. Scientific Works of Institute of Ceramics and Building Materials Vol. 8 Warszawa-Opole (2011) 69-78.
  Google Scholar

Iwański M., Buczyński P., Mazurek G. Statistical evaluation of water and frost resistance of deep cold recycled bases with foamed bitumen, hydrophobic activators and fines. Third International Conference on Transportation Infrastructure April 22-25 (2014) 203-212.
  Google Scholar

Wirtgen GmbH. Wirtgen cold recycling technology. 1st ed.Windhagen: Wirtgen GmbH 2012.
  Google Scholar

Asphalt Academy, Technical Guideline TG2: Bitumen Stabilised Materials, A Guideline for the Design and Construction of Bitumen Emulsion and Foamed Bitumen Stabilised Materials. Second Edition, Pretoria, South Africa, 2009.
  Google Scholar

Kavussi A., Modarres A. Laboratory fatigue models for recycled mixes with bitumen emulsion and cement, Construction and Building Materials 24 (2010).
  Google Scholar

Modarres A., Ayar P. Comparing the mechanical properties of cold recycled mixture containing coal waste additive and ordinary Portland cement. International Journal of Pavement Engineering (2014).
  Google Scholar

Fu P., Jones D., Harvey J., Halles F. Investigation of the Curing Mechanism of Foamed Asphalt Mixes Based on Micromechanics Principles. Journal Material Civil Engineering No. 22 (2010) 29–38.
  Google Scholar

Iwański M., Buczyński P. Zastosowanie pyłów mineralnych w technologii recyklingu głębokiego na zimno z asfaltem spienionym. Drogownictwo 2013/ 5 (2013) 143-148.
  Google Scholar

Martinez-Arguelles G, Giustozzi F., Crispiono M., W. Flintsch G. Investigating physical and reological properties of foamed bitumen. Construction and Building Materials 72 (2014) 423-433.
  Google Scholar

Simon J. Blott, Debra J. Croft, Pye K., Samantha E. Saye S. E., Wilson H. E. Particle size analysis by laser diffraction. The Geological Society of London 2004.
  Google Scholar

Zawadzki J., Matras J., Mechowski T., Sybilski D. Warunki techniczne wykonywania warstw podbudowy z mieszanki mineralno-cementowo-emulsyjnej (MCE). Zeszyt 61, IBDiM, Warszawa 1999.
  Google Scholar

Sreekrishnavilasam A., Rahardja S., Kmetz R., Santagata M. Soil treatment using fresh and landfilled cement kiln dust. Construction and Building Materials Vol. 21 (2007) 318–327.
  Google Scholar

Bożym, M. Alternatywne metody wykorzystania pyłów z pieców wapienniczych i cementowych, ze szczególnym uwzględnieniem gospodarki osadowej. Instytut Ceramiki i Materiałów Budowlanych Nr 8 (2011) 59-68.
  Google Scholar

StatSoft Polska "Zastosowania statystyki i data mining w badaniach naukowych" - materiały z seminarium XI.2013.
  Google Scholar

Montgomery D. G. Design and Analysis of Experiments. 5th Edition. John Wiley and Sons 2001.
  Google Scholar

Zivorad R. Lazic, Design of Experiments in Chemical Engineering: A Practical Guide, WileyVCH 2004.
  Google Scholar

Download


Published
2016-04-01

Cited by

Buczyński, P., Iwański, M. and Mazurek, G. (2016) “The water resistance of a recycled base with foamed bitumen in the aspect of road binder composition”, Budownictwo i Architektura, 15(1), pp. 019–029. doi: 10.24358/Bud-Arch_16_151_02.

Authors

Przemysław Buczyński 

Kielce University of Technology Poland
https://orcid.org/0000-0003-0798-8093

Authors

Marek Iwański 
iwanski@tu.kielce.pl
Kielce University of Technology Poland
https://orcid.org/0000-0002-0414-682X

Authors

Grzegorz Mazurek 

Kielce University of Technology Poland
https://orcid.org/0000-0002-9735-1725

Statistics

Abstract views: 437
PDF downloads: 129


License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.

Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.