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[50130] Artykuł:

Cost and Eco-Effective Cold In-Place Recycled Mixtures with Foamed Bitumen During the Reconstruction of a Road Section Under Variable Load Bearing Capacity of the Subgrade

Czasopismo: Procedia Engineering   Tom: 161, Strony: 980-989
ISSN:  1877-7058
Wydawca:  ELSEVIER SCIENCE BV, SARA BURGERHARTSTRAAT 25, PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS
Opublikowano: 2016
Seria wydawnicza:  Procedia Engineering
 
  Autorzy / Redaktorzy / Twórcy
Imię i nazwisko Wydział Katedra Procent
udziału
Liczba
punktów
Anna Chomicz-Kowalska orcid logoWBiAKatedra Inżynierii Komunikacyjnej507.50  
Justyna Stępień orcid logoWBiAKatedra Inżynierii Komunikacyjnej507.50  

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:

Foamed Bitumen FB  Cold In-place Recycling CIR  Cold In-place Recycling with Foamed Bitumen CIR-FB  durability 



Abstract:

The development of vehicle transport, causing increased numbers of vehicles and road users as well as increased loads acting on the pavement, has a negative impact on its durability within the intended life cycle. A major part of Polish road network has severely deteriorated and requires that immediate measures be undertaken to improve the safety and comfort of users. Cold In-place Recycling with Foamed Bitumen (CIR-FB) technology uses 100% of reclaimed material by converting distressed layers into new materials for the stabilization of the subgrade and/or base courses without the need to demolish, haul and manage them. This paper presents a proposal of the reconstruction of the pavement of a road section localized in central Poland (świętokrzyskie province) using traditional and alternative materials. Cost effectiveness and ecological effectiveness of proposed technologies were compared taking into account variable load bearing capacity of the subgrade (frequent in linear construction projects), resulting from its non-uniformity. In the case analysed, due to the presence of various sands (including sand dust and same uniformly graded sand of poor compactibility), the pavement durability was estimated based on the assumption of 50 MPa and 80 MPa subgrade bearing capacity. It was demonstrated that, considering economy and ecology, the replacement of standard solutions based on new materials by the CIR-FB materials is the most effective way of road reconstruction with its long service life maintained.



B   I   B   L   I   O   G   R   A   F   I   A
[1] J. Corej, M. Korenko, E. Remisova, Climatic characteristics and the temperature regime of asphalt pavements, Komunikacie, 6 (3) (2004), pp. 31–36
[2] A. Vaitkus, D. Čygas, A. Laurinavičius, Z. Perveneckas, Analysis and Evaluation of Possibilities for The Use of Warm Mix Asphalt in Lithuania, The Baltic Journal of Road and Bridge Engineering, Vol IV, No 2 (2009), pp. 80-86, DOI: 10.3846/1822-427X.2009.4.80-86.
[3] J. Król, K. Kowalski, P. Radziszewski, Rheological behavior of n-alkane modified bitumen in aspect of Warm Mix Asphalt Technology Construction and Building Materials, Vol. 93 (2015), pp. 703-710, DOI.org/10.1016/j.conbuildmat.2015.06.033.
[4] K. Kowalski, P. Radziszewski, J. Król, J. Piłat, M. Sarnowski, Trwałe i ekologiczne nawierzchnie drogowe ze zużytych materiałów budowlanych, VI Międzynarodowa Konferencja Ochrony Środowiska i Estetyki w Budownictwie Komunikacyjnym [Durable and ecological road pavements from recycled building materials. “VI International Conference on Environment and Aesthetic in civil engineering] pp. 17-27, Kazimierz Dolny, Poland, 2014.
[5] M. Iwański, M. Chomicz-Kowalska, K. Maciejewski, Application of synthetic wax for improvement of foamed bitumen parameters, Construction and Building Materials, Vol. 83 (2015) pp. 62-69, DOI.org/10.1016/j.conbuildmat.2015.02.060.
[6] E. Remisova, M. Decky, L. Podolka, M. Kovac, T. Vondrackova, L. Bartuska, Forst Index from Aspect of Design of Pavement Construkction in Slovakia, WMESS 2015 Procedia Earth and Planetary Science 15 (2015), pp. 3-10, DOI: 10.1016/j.proeps.2015.08.002.
[7] A. Chomicz-Kowalska, Zastosowanie recyklingu na zimno z asfaltem spienionym w regionie świętokrzyskim – Część 1 i 2 [Application of recycling with foamed bitumen in Świętokrzyski region. Part 1 and 2], Drogownictwo [Road engineering], Vol. 6 (2015), pp. 172-176 and Vol. 2 (2016), pp.46-54.
[8] A. Modarres, M. Rahimzadeh, M. Zarrabi, Field investigation of pavement rehabilitation utilizing cold in-place recycling, Resources, Conservation and Recycling, 83 (2014) pp. 112-120, DOI:10.1016/j.resconrec.2013.12.011.
[9] M. Staniek, Metody oceny stanu nawierzchni sieci drogowej, Zeszyty naukowe Politechniki Śląskiej [Methods of evaluation of the road pavement network. Papers scientific Silesian University of Technology], Vol. 72 (2011).
[10] GDDP, System Oceny Stanu Nawierzchni [System of the assessment of pavement condition], Technical Guidelines, Warsaw, 2002.
[11] J. Turk, A.M. Pranjic, A. Mladenovic, Z. Cotic, P. Jurjavcic, Environmental comparison of two alternative road pavement rehabilitation techniques: cold-in-place-recycling versus traditional reconstruction, Journal of Cleaner Production, 121 (2016), pp. 45-55, DOI:10.1016/j.jclepro.2016.02.040.
[12] R. Holtz, W. Kovacs, An Introduction to Geotechnical Engineering, Prentice-Hall, 1981, Inc. ISBN 0-13-484394-0.
[13] D. Sybilski et al. , Katalog Przebudów i Remontów Nawierzchni Podatnych i Półsztywnych [Catalogue of reconstruction and renovation of flexible and semi-rigid pavement constructions], IBDiM, Warsaw, 2013.
[14] W. D. Powell, J.F. Potter, H.C. Mayhe, M.E. Nunn, The Structural Design of Bituminous Roads. Laboratory Report 1132, TRRL, UK.
[15] Z. Wiłun, Zarys geotechniki [Outline of geotechnics], WKiŁ, Warsaw, 272 p., 2010.
[16] J. Judycki, P. Jaskuła, M. Pszczoła, J. Alenowicz, B. Dołżycki, M. Jaczewski, D. Ryś, M. Stienss, Katalog typowych konstrukcji nawierzchni podatnych i półsztywnych [Catalogue of typical flexible and semi-rigid pavement constructions], GDDKiA, 2014.
[17] Dokumentacja badań podłoża gruntowego dla zadania „Opracowanie dokumentacji projektowej dla rozbudowy drogi wojewódzkiej Nr 762 na odcinku od km 25+198 do km 27+138”. Materiały przedsiębiorstwa Contek Projekt. [Geotechnical investigation report for the project: “Development of design documentation for the reconstruction of DW 762 road stretch from km 25+198 to km 27+138”. Contek Projekt documentation].