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Evaluation of the pavement performance

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper focuses on evaluation of two laboratory-based methods of compaction of foamed bitumen and bitumen emulsion mixes: impact compaction with a Marshall hammer and static compaction using a hydraulic press. The investigated compaction methods were assessed in terms of their impact on the physical and mechanical properties of produced laboratory specimens, including: air void content, indirect tensile strength before and after conditioning in water (ITSdry, ITSwet), tensile strength ratio (TSR), and indirect tensile stiffness modulus (ITSM) at 0°C, 10°C and 20°C. The statically compacted specimens attained higher levels of mechanical properties and resistance to moisture damage, which was associated with a lower content of air voids in the specimens formed using a hydraulic press. Authors present a calculation showing that a mechanistic design based on the laboratory static press compaction method leads to overestimation of fatigue cracking resistance of the road base.
Rocznik
Strony
97--105
Opis fizyczny
Bibliogr. 28, wykr., rys., tab., fot.
Twórcy
autor
  • Department of Transportation Engineering, Faculty of Civil Engineering and Architecture, Kielce University of Technology, 7 Tysiąclecia Państwa Polskiego Ave., 25-314 Kielce, Poland
  • Department of Transportation Engineering, Faculty of Civil Engineering and Architecture, Kielce University of Technology, 7 Tysiąclecia Państwa Polskiego Ave., 25-314 Kielce, Poland
Bibliografia
  • [1] P. Radziszewski, J. Piłat, K. Kowalski, and J. Krol, “Use of aggregate from glacier deposits in high-traffic asphalt pavements: a Polish experience”, Baltic J. Road and Bridge Engineering 7 (1), 5-12 (2012).
  • [2] L. Gołaski, B. Goszczyńska, G. Świt, and W. Trąmpczyński, “System for the global monitoring and evaluation of damage processes developing within concrete structures under service load”,Baltic J. Road and Bridge Engineering 7 (4), 237-245 (2012), doi: 10.3846/bjrbe.2012.32.
  • [3] B. Goszczyńska, G. Świt, and W. Trąmpczyński, “Monitoring of active destructive processes as a diagnostic tool for the structure technical state evaluation”, Bull. Pol. Ac.: Tech. 61 (1), 97-108 (2013).
  • [4] L. Czarnecki and P. Woyciechowski, “Prediction of the reinforced concrete structure durability under the risk of carbonation and chloride aggression”, Bull. Pol. Ac.: Tech. 61 (1), 173-181 (2013), doi: 10.2478/bpasts-2013-0016.
  • [5] L. Czarnecki and P. Woyciechowski, “Concrete carbonation as a limited process and its relevance to concrete cover thickness”, ACI Materials J. 109 (3), 275-282 (2012), doi: 10.14359/51683817.
  • [6] M. Iwański and A. Chomicz-Kowalska, “Moisture and frost resistance of the recycled base rehabilitated with the foamed bitumen technology”, Archives of Civil Engineering LVIII (2), 185-198 (2012), doi: 10.2478/v.10169-012-0011-2.
  • [7] M. Iwański and A. Chomicz-Kowalska, “Laboratory study on mechanical parameters of foamed bitumen mixtures in the cold recycling technology”, Procedia Engineering 57, 433-442 (2013), doi: 10.1016/j.proeng.2013.04.056.
  • [8] M. Iwański and A. Chomicz-Kowalska,“Properties of the recycled base with foamed bitumen”, Road Engineering 9, 271-277 (2011), (in Polish).
  • [9] J. Zawadzki, J. Matras, T. Mechowski, and D. Sybilski, Technical Requirements for the Construction of Base Course Layers With Mineral-Cement-Emulsion Mixes (MCE)I, BDiM, Warsaw, 1999, (in Polish).
  • [10] S. Tapkin, “Optimal polypropylene fiber amount determination by using gyratory compaction, static creep and Marshall stability and flow analyses”, Construction and Building Materials 22 (1), 30-40 (2013).
  • [11] Y. Huan, P. Jitsangiam, H. Nikraz, and K. Siripun, “The effect of compaction methods on tensile strength of foamed bitumen mixtures, the effect of compaction methods”, Proc. ANZ 834-839 (2012).
  • [12] B. Dołżycki and J. Judycki, “Influence of compaction methods of asphalt mixtures on their mechanical properties”, Scientific Papers of Gdansk Univ. of Technology, Civil Engineering 60129-136 (2006).
  • [13] Wirtgen GmbH, Wirtgen Cold Recycling Technology, Berlin, 2012.
  • [14] Asphalt Academy, Technical Guideline TG2: Bitumen Stabilised Materials, A Guideline for the Design and Construction of Bitumen Emulsion and Foamed Bitumen Stabilised Materials, South Africa, 2009.
  • [15] GDDKiA, Technical Specifications for the Construction of Base Course Layers With Mineral-Cement-Foamed Bitumen (MCFB) Mixes in the Cold Recycling Technology (D-04.10.01a), Warsaw, 2013.
  • [16] M. Iwański, A. Chomicz-Kowalska, and J. Mrugała, “Application of the synthetic wax to improve the foamed bitumen parameters used in half-warm bituminous mixtures”, Proc. ICEE 9, CD-ROM (2014), doi: 10.3846/enviro.2014.154.
  • [17] B. Dołżycki, Guidelines for Design and Paving of Mineral- Cement-Emulsion Mixes, MCE, Gdansk, 2013.
  • [18] Wirtgen GmbH, Wirtgen Cold Recycling Manual, Germany, 2004.
  • [19] J. Piłat and P. Radziszewski, Asphalt Pavements, Transport and Communication Publishers, Warsaw, 2010, (in Polish).
  • [20] J. Komacka, E. Remisova, G. Liu, G. Leegwater, and E. Nielsen, “Influence of reclaimed asphalt with polymer modified bitumen on properties of different asphalts for a wearing course”, Proc. ICTI 3, 179-185 (2014).
  • [21] J. Yan, F. Ni, M. Yang, and J. Li, “An experimental study on fatigue properties of emulsion and foam cold recycled mixes”, Construction and Building Materials 24 (11), 2151-2156 (2010).
  • [22] J. Judycki, B. Dołżycki, K. Hunik, and M. Stienss, Verification of Mineral-Cement-Emulsion Mixes Design Procedures, GDDKiA, Gdansk, 2006.
  • [23] M. Iwański and A. Chomicz-Kowalska, “Experimental study of water and frost resistance of foamed bitumen mixes in the cold recycling technology”, Proc.Euroasphalt&Eurobitume Congress 5, P5EE-357 (2012).
  • [24] P. Fu, D. Jones, and J.T. Harvey, “The effects of asphalt binder and granular material characteristics on foamed asphalt mix strength”, Construction and Building Materials 25 (2), 1093-1101 (2010).
  • [25] J. Kukiełka, Asphalt Pavements in Local Roads, Lublin University of Technology, Lublin, 2013.
  • [26] J. Judycki, Analysis and Design of Flexible and Semi-Rigid Road Pavement, Transport and Communication Publishers, Warsaw, 2014, (in Polish).
  • [27] Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures, Final Report, Part 3 - Design and Analysis, NCHRP, TRB, NRC, Washington, DC, 2004.
  • [28] T.W. Thomas and R.W. May, “Mechanistic-empirical design guide modeling of asphalt emulsion full depth reclamation mixes”, TRB Annual Meeting 86, CD-ROM (2007).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-84b2f394-6ce4-4495-ad5f-2d8e1a28660e
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