Identyfikacja ugięć innowacyjnej konstrukcji nawierzchni zawierającej trójskładnikowe spoiwo hydrauliczne

Antoni Szydło; Piotr Mackiewicz

doi:10.7409/rabdim.023.001

Published: 2023-03-31

Vol. 22 No. 1 (2023)

Determination of deflections of an innovative pavement structure containing a three-component hydraulic binder

Antoni Szydło

, Piotr Mackiewicz

Section: Articles

https://doi.org/10.7409/rabdim.023.001

Abstract

The article presents the results of dynamic loading tests of an innovative pavement structure constructed on a special test site. Two novel mixtures incorporating the cold-recycling technology with bituminous emulsion and foamed bitumen were used. They contained a dedicated (three-component) hydraulic binder, further referred to as the innovative binder. Particular research effort was devoted to the analysis of pavement deflection measurements obtained using a Falling Weight Deflectometer (FWD) device. The tests were performed on four test sections using mineral-cement mixtures with foamed bitumen (MCAS) and mineral-cement mixtures with bituminous emulsion (MCE), whereas two sections incorporated the innovative hydraulic binder and two sections incorporated only cement. The obtained test results indicated that mixtures containing the innovative binder displayed greater deflections. This fact reflects lower mixture stiffness, which, in consequence, is associated with mitigation of fatigue and cracking.

Keywords:

asphalt emulsion, foamed asphalt, hydraulic binder, mineral-cement mixtures, recycling.

Most read articles by the same author(s)

Bartłomiej Krawczyk, Piotr Mackiewicz, Impact of repetitive loading on subgrade parameters derived from light weight deflectometer test , Roads and Bridges - Drogi i Mosty: Vol. 14 No. 1 (2015)
Piotr Mackiewicz, Bartłomiej Krawczyk, Influence of loading time on subgrade parameters derived from VSS static plate test , Roads and Bridges - Drogi i Mosty: Vol. 14 No. 1 (2015)
Bartłomiej Krawczyk, Piotr Mackiewicz, Impact of reinforcement layer material and thickness on deflections measured in the static and dynamic plate load tests , Roads and Bridges - Drogi i Mosty: Vol. 15 No. 2 (2016)
Bartłomiej Krawczyk, Piotr Mackiewicz, Antoni Szydło, Influence analysis of counterweight type used in static plate test on identified parameters of pavement courses and subgrade , Roads and Bridges - Drogi i Mosty: Vol. 14 No. 2 (2015)
Piotr Mackiewicz, Antoni Szydło, Bartłomiej Krawczyk, Influence of the construction technology on the texture and roughness of concrete pavements , Roads and Bridges - Drogi i Mosty: Vol. 17 No. 2 (2018)
Bartłomiej Krawczyk, Antoni Szydło, Piotr Mackiewicz, Dariusz Dobrucki, Assessment criteria of the recycled aggregate cement bound bases , Roads and Bridges - Drogi i Mosty: Vol. 18 No. 2 (2019)
Bartłomiej Krawczyk, Antoni Szydło, Identification of homogeneous pavement sections , Roads and Bridges - Drogi i Mosty: Vol. 12 No. 3 (2013)
Bartłomiej Krawczyk, Antoni Szydło, Piotr Mackiewicz, Dariusz Dobrucki, Suitability of aggregate recycled from concrete pavements for layers made of unbound and cement bound mixtures , Roads and Bridges - Drogi i Mosty: Vol. 17 No. 1 (2018)
Maciej Kruszyna, Antoni Szydło, Modelling of urban transport traffic flow on the separated lane between the junctions , Roads and Bridges - Drogi i Mosty: Vol. 2 No. 1 (2003)
Bartłomiej Krawczyk, Piotr Mackiewicz, Dariusz Dobrucki, Use of plastic waste in cement-bound layers , Roads and Bridges - Drogi i Mosty: Vol. 22 No. 3 (2023)

1 2 > >>

Download files

PDF

Citation rules

Szydło, A., & Mackiewicz, P. (2023). Determination of deflections of an innovative pavement structure containing a three-component hydraulic binder. Roads and Bridges - Drogi I Mosty, 22(1), 5–17. https://doi.org/10.7409/rabdim.023.001

Cited by / Share

Licence

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

References

Leek C., Jameson G.: Review of Foamed Bitumen Stabilisation Mix Design Methods. Austroads, Sydney, 2011
Google Scholar

Azam A.M., Cameron D.A.: Geotechnical properties of blends of recycled clay masonry and recycled concrete aggregates in unbound pavement construction. Journal of Materials in Civil Engineering, 25, 6, 2013, 788-798, DOI: 10.1061/(ASCE)MT.1943-5533.0000634 DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000634
Google Scholar

Jiménez J.R., Agrela F., Ayuso J., López M.: A comparative study of recycled aggregates from concrete and mixed debris as material for unbound road sub-base. Materiales de Construcción, 61, 302, 2011, 289-302, DOI: 10.3989/mc.2010.54009 DOI: https://doi.org/10.3989/mc.2010.54009
Google Scholar

Vegas I., Ibańez J.A., Lisbona A., de Cortazar A.S., Frías M.: Pre-normative research on the use of mixed recycled aggregates in unbound road sections. Construction and Building Materials, 25, 5, 2011, 2674-2682,DOI: 10.1016/j.conbuildmat.2010.12.018 DOI: https://doi.org/10.1016/j.conbuildmat.2010.12.018
Google Scholar

Liu L., Li Z., Congress S.S.C., Liu X., Dai B.: Evaluating the influence of moisture on settling velocity of road embankment constructed with recycled construction wastes. Construction and Building Materials, 241, 2020, ID article: 117988, DOI: 10.1016/j.conbuildmat.2019.117988 DOI: https://doi.org/10.1016/j.conbuildmat.2019.117988
Google Scholar

Soleimanbeigi A., Edil T.B.: Compressibility of recycled materials for use as highway embankment fill. Journal of Geotechnical and Geoenvironmental Engineering, 141, 5, 2015, ID article: 04015011, DOI: 10.1061/(ASCE)GT.1943-5606.0001285 DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001285
Google Scholar

Huber S., Henzinger C., Heyer D.: Influence of water and frost on the performance of natural and recycled materials used in unpaved roads and road shoulders. Transportation Geotechnics, 22, 2020, ID article: 100305, DOI: 10.1016/j.trgeo.2019.100305 DOI: https://doi.org/10.1016/j.trgeo.2019.100305
Google Scholar

López-Alonso M., Martinez-Echevarria M.J., Garach L., Galán A., Ordońez J., Agrela F.: Feasible use of recycled alumina combined with recycled aggregates in road construction. Construction and Building Materials, 195, 2019, 249-257, DOI: 10.1016/j.conbuildmat.2018.11.084 DOI: https://doi.org/10.1016/j.conbuildmat.2018.11.084
Google Scholar

Norambuena-Contreras J., Quilodran J., Gonzalez-Torre I., Chavez M., Borinaga-Trevińo R.: Electrical and thermal characterization of cement-based mortars containing recycled metallic waste. Journal of Cleaner Production, 190, 2018, 737-751, DOI: 10.1016/j.jclepro.2018.04.176 DOI: https://doi.org/10.1016/j.jclepro.2018.04.176
Google Scholar

Mackiewicz P., Krawczyk B., Dobrucki D.: Use of plastic waste in materials for road pavement construction and improved subgrade. Roads and Bridges - Drogi i Mosty, 21, 3, 2022, 203-216, DOI: 10.7409/rabdim.022.012 DOI: https://doi.org/10.7409/rabdim.022.012
Google Scholar

Moghaddam T.B., Karim M.R., Soltani M.: Utilization of waste plastic bottles in asphalt mixture. Journal of Engineering Science and Technology, 8, 3, 2013, 264-271
Google Scholar

Abdullah M.E., Abd Kader S.A., Putra Jaya R., Yaacob H., Abdul Hassan N., Che Wan C.N.: Effect of Waste Plastic as Bitumen Modified in Asphalt Mixture. MATEC Web of Conferences, 103, 2017, ID article: 09018, DOI: 10.1051/matecconf/201710309018 DOI: https://doi.org/10.1051/matecconf/201710309018
Google Scholar

Skotnicki Ł., Kuźniewski J., Szydło A.: Research on the Properties of Mineral-Cement Emulsion Mixtures Using Recycled Road Pavement Materials. Materials, 14, 3, 2021, 563, DOI: 10.3390/ma14030563 DOI: https://doi.org/10.3390/ma14030563
Google Scholar

Halles F.A., Thenoux G.Z.: Degree of Influence of Active Fillers on Properties of Recycled Mixes with Foamed Asphalt. Transportation Research Record, 2095, 1, 2009, 127-135, DOI: 10.3141/2095-13 DOI: https://doi.org/10.3141/2095-13
Google Scholar

Buczyński P., Iwański M.: The Influence of Hydrated Lime, Portland Cement and Cement Dust on Rheological Properties of Recycled Cold Mixes with Foamed Bitumen. in: Proceedings of the 10th International Conference “Environmental Engineering”, Vilnius Gediminas Technical University Press “Technika”, Vilnius, 2017, DOI: 10.3846/enviro.2017.135 DOI: https://doi.org/10.3846/enviro.2017.135
Google Scholar

Yan J., Ni F., Yang M., Li J.: An experimental study on fatigue properties of emulsion and foam cold recycled mixes. Construction and Building Materials, 24, 11, 2010, 2151-2156, DOI: 10.1016/j.conbuildmat.2010.04.044 DOI: https://doi.org/10.1016/j.conbuildmat.2010.04.044
Google Scholar

Modarres A., Nejad F.M., Kavussi A., Hassani A., Shabanzadeh E.: A parametric study on the laboratory fatigue characteristics of recycled mixes. Construction and Building Materials, 25, 4, 2011, 2085-2093, DOI: 10.1016/j.conbuildmat.2010.11.030 DOI: https://doi.org/10.1016/j.conbuildmat.2010.11.030
Google Scholar

Godenzoni C., Graziani A., Perraton D.: Complex modulus characterisation of cold-recycled mixtures with foamed bitumen and different contents of reclaimed asphalt. Road Materials and Pavement Design, 18, 1, 2017, 130-150, DOI: 10.1080/14680629.2016.1142467 DOI: https://doi.org/10.1080/14680629.2016.1142467
Google Scholar

Buczyński P., Iwański M.: Complex modulus change within the linear viscoelastic region of the mineral-cement mixture with foamed bitumen. Construction and Building Materials, 172, 2018, 52-62, DOI: 10.1016/j.conbuildmat.2018.03.214 DOI: https://doi.org/10.1016/j.conbuildmat.2018.03.214
Google Scholar

Godenzoni C., Graziani A., Bocci E., Bocci M.: The evolution of the mechanical behaviour of cold recycled mixtures stabilised with cement and bitumen: field and laboratory study. Road Materials and Pavement Design, 19, 4, 2018, 856-877, DOI: 10.1080/14680629.2017.1279073 DOI: https://doi.org/10.1080/14680629.2017.1279073
Google Scholar

Dołżycki B., Jaczewski M., Szydłowski C.: The Impact of Long-Time Chemical Bonds in Mineral-Cement-Emulsion Mixtures on Stiffness Modulus. The Baltic Journal of Road and Bridge Engineering, 13, 2, 2018, 121-126, DOI: 10.7250/bjrbe.2018-13.406 DOI: https://doi.org/10.7250/bjrbe.2018-13.406
Google Scholar

Mazurek G., Iwański M., Buczyński P., Horodecka R.: Influence of innovative three-element binder on permanent deformations in recycled mixtures with emulsion and foamed bitumen. Archives of Civil and Mechanical Engineering, 21, 2, 2021, 55, DOI: 10.1007/s43452-021-00192-9
Google Scholar

Kuźniewski J., Skotnicki Ł.: Properties of mineral-cement emulsion mixtures based on concrete aggregates from recycling. Case Studies in Construction Materials, 12, 2020, ID article: e00309, DOI: 10.1016/j.cscm.2019.e00309 DOI: https://doi.org/10.1016/j.cscm.2019.e00309
Google Scholar

Mazurek G., Buczyński P., Iwański M., Podsiadło M.: Thermal Analysis-Based Field Validation of the Deformation of a Recycled Base Course Made with Innovative Road Binder. Materials, 14, 20, 2021, 5925, DOI: 10.3390/ma14205925 DOI: https://doi.org/10.3390/ma14205925
Google Scholar

Mazurek G., Buczyński P., Iwański M., Horodecka R.: Influence of a three-component hydraulic binder on the properties of recycled base course with foamed bitumen and bituminous emulsion: a field investigation. Roads and Bridges - Drogi i Mosty, 21, 4, 2022, 309-329, DOI: 10.7409/rabdim.022.018 DOI: https://doi.org/10.1007/s43452-021-00192-9
Google Scholar

Antoni Szydło

https://orcid.org/0000-0002-3363-9391

Affiliation:

Wroclaw University of Science and Technology, Faculty of Civil Engineering, 41 Wybrzeże Wyspiańskiego, 50-370 Wroclaw Poland

Piotr Mackiewicz

piotr.mackiewicz@pwr.edu.pl
https://orcid.org/0000-0002-3170-6415

Affiliation:

Wroclaw University of Science and Technology, Faculty of Civil Engineering, 41 Wybrzeże Wyspiańskiego, 50-370 Wroclaw Poland

Determination of deflections of an innovative pavement structure containing a three-component hydraulic binder

Abstract

Keywords:

Similar Articles

Most read articles by the same author(s)

Downloads

Antoni Szydło

Piotr Mackiewicz