Details

PDF BIBTEX RIS

Title

Effects of zeolites and hydrated lime on volumetrics and moisture resistance of foamed warm mix asphalt concrete

Journal title

Bulletin of the Polish Academy of Sciences Technical Sciences

Yearbook

2021

Volume

69

Issue

2

Authors

Chomicz-Kowalska, Anna ; Maciejewski, Krzysztof ; Iwański, Mateusz Marek ; Janus, Karolina

Affiliation

Chomicz-Kowalska, Anna : Kielce University of Technology, al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland ; Maciejewski, Krzysztof : Kielce University of Technology, al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland ; Iwański, Mateusz Marek : Kielce University of Technology, al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland ; Janus, Karolina : Kielce University of Technology, al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland

Keywords

WMA ; foamed bitumen ; zeolite ; hydrated lime

Divisions of PAS

Nauki Techniczne

Coverage

e136731

Bibliography

  1.  A. Chomicz-Kowalska, W. Gardziejczyk, and M.M. Iwański, “Moisture resistance and compactibility of asphalt concrete produced in half- warm mix asphalt technology with foamed bitumen”, Constr. Build. Mater. 126, 108–118 (2016), doi: 10.1016/j.conbuildmat.2016.09.004.
  2.  A. Chomicz-Kowalska, W. Gardziejczyk, and M.M. Iwański, “Analysis of IT-CY Stiffness Modulus of Foamed Bitumen Asphalt Concrete Compacted at 95°C”, Procedia Eng. 172, 550–559 (2017), doi: 10.1016/j.proeng.2017.02.065.
  3.  M.R. Mohd Hasan, Z. You, and X. Yang, “A comprehensive review of theory, development, and implementation of warm mix asphalt using foaming techniques”, Constr. Build. Mater. 152, 115–133 (2017), doi: 10.1016/j.conbuildmat.2017.06.135.
  4.  E. Remišová and M. Holý, “Changes of Properties of Bitumen Binders by Additives Application”, in IOP Conf. Ser.: Mater. Sci. Eng. 245(3), 032003 (2017), doi: 10.1088/1757-899X/245/3/032003.
  5.  M. M. Iwański, A. Chomicz-Kowalska, and K. Maciejewski, “Effect of Surface Active Agent (SAA) on 50/70 Bitumen Foaming Characteristics”, Materials (Basel). 12(21), 3514, (2019), doi: 10.3390/ma12213514.
  6.  O. Larsen, Ø. Moen, C. Robertus, and B.G. Koenders, “WAM Foam asphalt production at lower operating temperatures as an environmental friendly alternative to HMA”, 3rd Eurasphalt Eurobitume Congr., 2004, pp. 641–650. [Online]. Available: http://www.shell.com/content/ dam/shell/static/bitumen/downloads/wam-field-test-resultseurasphaltcongress.pdf.
  7.  A. Chomicz-Kowalska and K. Maciejewski, “Performance and viscoelastic assessment of high-recycle rate cold foamed bitumen mixtures produced with different penetration binders for rehabilitation of deteriorated pavements”, J. Clean. Prod. 258, 120517 (2020), doi: 10.1016/j.jclepro.2020.120517.
  8.  F. Yin, E. Arambula, and D. E. Newcomb, “Effect of water content on binder foaming characteristics and foamed mixture properties”, Transp. Res. Rec. 2506, 1–7 (2015), doi: 10.3141/2506-01.
  9.  K. Maciejewski, “Wpływ rodzaju dodatku i starzenia krótkoterminowego na właściwości wysokotemperaturowe asfaltów drogowych przeznaczonych do mieszanek mineralno-asfaltowych wytwarzanych w technologii „na ciepło” z asfaltem spienionym wodą”, Ph.D Thesis, Kielce University of Technology, Kielce, 2019, [in Polish].
  10.  M. Iwański, G. Mazurek, and P. Buczyński, “Bitumen foaming optimisation process on the basis of rheological properties”, Materials (Basel). 11(10), 1854 (2018), doi: 10.3390/ma11101854.
  11.  A. Chomicz-Kowalska, K. Maciejewski, and M.M. Iwański, “Study of the Simultaneous Utilization of Mechanical Water Foaming and Zeolites and Their Effects on the Properties of Warm Mix Asphalt Concrete”, Materials (Basel). 13(2), 357 (2020), doi: 10.3390/ ma13020357.
  12.  E. Lippmaa, M. Mági, A. Samoson, M. Tarmak, and G. Engelhardt, “Investigation of the Structure of Zeolites by Solid-State High- Resolution 29Si NMR Spectroscopy”, J. Am. Chem. Soc. 103(17), 4992–4996 (1981), doi: 10.1021/ja00407a002.
  13.  A. Sassani, “A Multi-Scale Approach to Characterization of Volcanic Natural Pozzolans”, Middle East Technical University, Ankara, 2014.
  14.  A. Sassani, L. Turanlı, A.-H. Emwas, and Ç. Meral, “Mechanical performance, durability and aluminosilicate chain structure of high volume zeolitic natural pozzolan – portland cement based systems”, in Zeolite 2014 – 9th International Conference on the Occurrence, Properties and Utilization of Natural Zeolites, 2014, pp. 209–201.
  15.  N.Q. Feng and G.F. Peng, “Applications of natural zeolite to construction and building materials in China”, Constr. Build. Mater. 19(8), 579–584 (2005), doi: 10.1016/j.conbuildmat.2005.01.013.
  16.  B. Lai, C. Barros, and H. Yin, “Investigation of rheological behavior of asphalt binder modified by the Advera® additive”, in Poromechanics IV – 4th Biot Conference on Poromechanics, 2009, pp. 487–492.
  17.  A. Woszuk, R. Panek, J. Madej, A. Zofka, and W. Franus, “Mesoporous silica material MCM-41: Novel additive for warm mix asphalts”, Constr. Build. Mater. 183, 270–274 (2018), doi: 10.1016/j.conbuildmat.2018.06.177.
  18.  A. Woszuk and W. Franus, “Properties of the Warm Mix Asphalt involving clinoptilolite and Na-P1 zeolite additives”, Constr. Build. Mater. 114, 556–563 (2016), doi: 10.1016/j.conbuildmat.2016.03.188.
  19.  A. Woszuk and W. Franus, “A review of the application of zeolite materials in warm mix asphalt technologies”, Appl. Sci. 7(3), 293 (2017), doi: 10.3390/APP7030293.
  20.  A. Woszuk, A. Zofka, L. Bandura, and W. Franus, “Effect of zeolite properties on asphalt foaming”, Constr. Build. Mater. 139, 247–255 (2017), doi: 10.1016/j.conbuildmat.2017.02.054.
  21.  D.E. Newcomb et al., “Properties of foamed asphalt for warm mix asphalt applications. NCHRP Report 807”, Washington DC, 2015.
  22.  H. Gong, Y. Sun, W. Hu, P.A. Polaczyk, and B. Huang, “Investigating impacts of asphalt mixture properties on pavement performance using LTPP data through random forests”, Constr. Build. Mater. 204, 203–212 (2019), doi: 10.1016/j.conbuildmat.2019.01.198.
  23.  R. Ghabchi, D. Singh, and M. Zaman, “Laboratory evaluation of stiffness, low-temperature cracking, rutting, moisture damage, and fatigue performance of WMA mixes”, Road Mater. Pavement Des. 16(2), 334–357 (2015), doi: 10.1080/14680629.2014.1000943.
  24.  A. Chomicz-Kowalska, J. Mrugała, and K. Maciejewski, “Evaluation of Foaming Performance of Bitumen Modified with the Addition of Surface Active Agent”, in IOP Conf. Ser.: Mater. Sci. Eng. 245(3), 032086 (2017), doi: 10.1088/1757-899X/245/3/032086.
  25.  J. Komačka and E. Remišová, “Investigation of the Relation between Adhesion and Water Sensitivity Test Results”, Slovak J. Civ. Eng. 27(4), 1–6 (2019), doi: 10.2478/sjce-2019-0024.
  26.  L. Gungat, N. I. M. Yusoff, and M.O. Hamzah, “Effects of RH-WMA additive on rheological properties of high amount reclaimed asphalt binders”, Constr. Build. Mater. 114, 665–672 (2016), doi: 10.1016/j.conbuildmat.2016.03.182.
  27.  M. Stienss and C. Szydlowski, “Influence of Selected Warm Mix Asphalt Additives on Cracking Susceptibility of Asphalt Mixtures”, Materials (Basel). 13(1), 202 (2020), doi: 10.3390/ma13010202.
  28.  K. Kowalski, J. Król, W. Bańkowski, P. Radziszewski, and M. Sarnowski, “Thermal and Fatigue Evaluation of Asphalt Mixtures Containing RAP Treated with a Bio-Agent”, Appl. Sci. 7(3), 216 (2017), doi: 10.3390/app7030216.
  29.  M.M. Iwanski, A. Chomicz-Kowalska, and K. Maciejewski, “Resistance to moisture-induced damage of half-warm-mix asphalt concrete with foamed bitumen”, Materials (Basel). 13(3), 654 (2020), doi: 10.3390/ma13030654.
  30.  A. Chomicz-Kowalska, “Laboratory testing of low temperature asphalt concrete produced in foamed bitumen technology with fiber reinforcement”, Bull. Polish Acad. Sci. Tech. Sci. 65(6), 779‒790 (2017), doi: 10.1515/bpasts-2017-0086.
  31.  C.V. Chachas, W.J. Liddle, D.E. Peterson, and M.L. Wiley, “Use of hydrated lime in bituminous mixtures to decrease hardening of the asphalt cement (Report No. PB 213 170)”, 1971.
  32.  E. Seebaly, P.D.N. Little, and J. A. Epps, The Benefis of Hydrated Lime in Hot Mix Asphalt, The National Lime Association, Arlington, 2006.
  33.  J.C. Petersen, H. Plancher, and P.M. Harnsberger, “Lime Treatment of Asphalt to Reduce Age Hardening and Improve Flow Properties”, Assoc. Asph. Paving Technol. 56–87, 632–653 (1987).
  34.  M. Stroup-Gardiner and J.A. Epps, “Effect of lime on asphalt concrete pavement performance”, in Proceedings of the American Society Civil Engineers Materials Congress, 1990, pp. 921–930.
  35.  F. Luxemburg, “Lime Hydrate as an Additive to Improve the Adhesion of Bitumen to the Aggregates”, in Proc of the II International Conference Durable and Save Road Pavements, 1996, pp. 296–302.
  36.  D. Lesueur, J. Petit, and H. J. Ritter, “The mechanisms of hydrated lime modification of asphalt mixtures: A state-of-the-art review”, Road Mater. Pavement Des. 14(1), 1–16 (2013), doi: 10.1080/14680629.2012.743669.
  37.  M. Iwański, Wapno hydratyzowane wielofunkcyjnym dodatkiem zwiększającym trwałość nawierzchni SMA. Monograph M59. Kielce: Kielce University of Technology, 2014, [in Polish]
  38.  H. Plancher, E.L. Green, and J.C. Petersen, “Reduction of Oxidative Hardening of Asphalts By Treatment With Hydrated Lime – a Mechanistic Study”, in Proc Assoc Asphalt Paving Technol, 1976, vol. 45, pp. 1–24.
  39.  C. Gorkem and B. Sengoz, “Predicting stripping and moisture induced damage of asphalt concrete prepared with polymer modified bitumen and hydrated lime”, Constr. Build. Mater. 23(6), 2227–2236 (2009), doi: 10.1016/j.conbuildmat.2008.12.001.
  40.  M.M. Iwański, “Synergia wapna hydratyzowanego i asfaltu spienionego w zapewnieniu trwałości eksploatacyjnej betonu asfaltowego w technologii na półciepło”, Ph.D Thesis, Politechnika Świętokrzyska, 2019.
  41.  M. Kadela, “Model of multiple-layer pavement structure-subsoil system”, Bull. Polish Acad. Sci. Tech. Sci. 64(4), 751–762 (2016), doi: 10.1515/bpasts-2016-0084.
  42.  EN 13108-1:2008. Bituminous mixtures. Material specifications. Asphalt Concrete.
  43.  WT-2 2014. Asphalt mixes. Technical Requirements. Appendix to ordinance No. 54 of the General Director of National Roads and Highways, 8.11.2014, 2014.
  44.  EN 12591:2009. Bitumen and bituminous binders. Specifications for paving grade bitumens.
  45.  WT-1 2014. Aggregates for Asphalt Mixes and Surface Dressings on National Highways. Technical Requirements. Appendix to ordinance No. 46 of the General Director of National Roads and Highways, 25.09.2014, [Online]. Available: www.gddkia.gov.pl.
  46.  E. Szewczak, A. Winkler-Skalna, and L. Czarnecki, “Sustainable Test Methods for Construction Materials and Elements”, Materials (Basel). 13(3), 606 (2020), doi: 10.3390/ma13030606.
  47.  A. Chomicz-Kowalska and K. Maciejewski, “Multivariate optimization of recycled road base cold mixtures with foamed bitumen”, Procedia Eng. 108, 436–444 (2015), doi: 10.1016/j.proeng.2015.06.168.

Date

08.03.2021

Type

Article

Identifier

DOI: 10.24425/bpasts.2021.136731

Source

Bulletin of the Polish Academy of Sciences: Technical Sciences; 2021; 69; 2; e136731
×