Slurry Surfacing Mixes on the Basis of Bitumen Modified with Phenol-Cresol-Formaldehyde Resin

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dc.citation.epage256
dc.citation.issue2
dc.citation.spage251
dc.citation.volume14
dc.contributor.affiliationLviv Polytechnic National University
dc.contributor.affiliationGdansk University of Technology
dc.contributor.authorDemchuk, Yuriy
dc.contributor.authorGunka, Volodymyr
dc.contributor.authorPyshyev, Serhiy
dc.contributor.authorSidun, Iurii
dc.contributor.authorHrynchuk, Yurii
dc.contributor.authorKucinska-Lipka, Justyna
dc.contributor.authorBratychak, Michael
dc.coverage.placenameЛьвів
dc.coverage.placenameLviv
dc.date.accessioned2020-12-30T08:53:23Z
dc.date.available2020-12-30T08:53:23Z
dc.date.created2020-01-24
dc.date.issued2020-01-24
dc.description.abstractЗ бітумів, модифікованих феноло-крезолоформальдегідною смолою (ФіКС-Ф), виготовлені дорожні повільнорозкладні монофазні катіонні бітумні емульсії для застосування як зв’язучого для тонкошарових покриттів з литих емульсійних мінеральних сумішей (ЛЕМС). Встановлені та проаналізовані фізико-технічні показники модифікованих і немодифікованих емульсій. Підібрані оптимальні склади ЛЕМС за критерієм розкладу на основі виготовлених бітумних емульсій. Встановлені показники вологого абразивного зношування ЛЕМС та встановлено, що додавання ФіКС-Ф покращує адгезійні властивості тонкошарового покриття.
dc.description.abstractSlow-breaking monophase cationic bitumen emulsions have been produced on the basis of bitumen modified with phenol-cresol-formaldehyde resin (PhCR-F). Bitumen emulsions were used as a binder for thin-layer coatings with slurry surfacing mixes (SSM). Physical and technical parameters of modified and unmodified emulsions were determined and analyzed. The optimal compositions of SSM were selected according to the breaking criterion. The values of SSM wet track abrasion were determined. It was found that the addition of PhCR-F allows to improve the adhesion properties of the thin-layer coatings.
dc.format.extent251-256
dc.format.pages6
dc.identifier.citationSlurry Surfacing Mixes on the Basis of Bitumen Modified with Phenol-Cresol-Formaldehyde Resin / Yuriy Demchuk, Volodymyr Gunka, Serhiy Pyshyev, Iurii Sidun, Yurii Hrynchuk, Justyna Kucinska-Lipka, Michael Bratychak // Chemistry & Chemical Technology. — Lviv : Lviv Politechnic Publishing House, 2020. — Vol 14. — No 2. — P. 251–256.
dc.identifier.citationenSlurry Surfacing Mixes on the Basis of Bitumen Modified with Phenol-Cresol-Formaldehyde Resin / Yuriy Demchuk, Volodymyr Gunka, Serhiy Pyshyev, Iurii Sidun, Yurii Hrynchuk, Justyna Kucinska-Lipka, Michael Bratychak // Chemistry & Chemical Technology. — Lviv : Lviv Politechnic Publishing House, 2020. — Vol 14. — No 2. — P. 251–256.
dc.identifier.doidoi.org/10.23939/chcht14.02.251
dc.identifier.urihttps://ena.lpnu.ua/handle/ntb/55788
dc.language.isoen
dc.publisherВидавництво Львівської політехніки
dc.publisherLviv Politechnic Publishing House
dc.relation.ispartofChemistry & Chemical Technology, 2 (14), 2020
dc.relation.references[1] Fang X., Garcia-Hernandez A., Lura P.: RILEM Techn. Lett., 2016, 10, 116. https://doi.org/10.21809/rilemtechlett.2016.23
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dc.relation.references[4] Boucard L., Schmitt V., Farcas F. et al.: Road Mater. Pavement Design, 2015, 16, 330. https://doi.org/10.1080/14680629.2015.1030910
dc.relation.references[5] Thanaya I., Zoorob S., Forth J.: Proc. Inst. Civil Eng. Transport, 2009, 162, 47. https://doi.org/10.1680/tran.2009.162.1.47
dc.relation.references[6] Sidun Iu., Solodkyy S., Vollis O.: J. Civil Eng., Environ., Architect., 2018, XXXV, 83. http://doi.prz.edu.pl/pl/pdf/biis/1063
dc.relation.references[7] Pyshyev S., Grytsenko Y., Solodkyy S. et al.: Chem. Chem. Technol., 2015, 9, 359. https://doi.org/10.23939/chcht09.03.359
dc.relation.references[8] Sidun Iu., Solodkyy S., Shved M, et al.: Chem. Chem. Technol., 2019, 13, 489. https://doi.org/10.23939/chcht13.04.489
dc.relation.references[9] Sidun Iu., Vollis O., Solodkyy S. et al.: [in:] Blikharskyy Z., Koszelnik P., Mesaros P. (Eds.), Lecture Notes in Civil Engineering. CEE 2019: Proceedings of CEE 2019. Springer 2019, 47, 420. https://doi.org/10.1007/978-3-030-27011-7_53
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dc.relation.references[12] Gunka V., Demchuk Yu., Pyshyev S. et al: Pet. Coal, 2018, 60, 1199.
dc.relation.references[13] Pyshyev S.,Demchuk Y., Gunka V.: Uglekhim. Zh., 2019, 4, 27. https://doi.org/10.31081/1681-309X-2019-0-4-27-33
dc.relation.references[14] EN 1426:2000. European Standard. Bitumen and bituminous binders. Methods of tests for petroleum and its products. Determination of needle penetration.
dc.relation.references[15] EN 1427:2007. European Standard. Bitumen and bituminous binders. Determination of the softening point. Ring and Ball method.
dc.relation.references[16] EN 13589:2008. European Standard. Bitumen and bituminous binders. Determination of the tensile properties of modified bitumen by the force ductility method.
dc.relation.references[17] http://online.budstandart.com/ua/catalog/doc-page?id_doc=6392
dc.relation.references[18] http://online.budstandart.com/ua/catalog/docpage.html?id_doc=4917
dc.relation.references[19] EN 12593. European Standard. Bitumen and bituminous binders. Determination of the Fraas breaking point.
dc.relation.references[20] EN 12591. European Standard. Bitumen and bituminous binders - Specifications for paving grade bitumens.
dc.relation.references[21] ISSA A143. Recommended Performance Guideline For Micro Surfacing, 2010.
dc.relation.references[22] ISSA Technical Bulletin 113. Test Method for Determining Mix Time for SSM Systems, 2017.
dc.relation.references[23] ISSA Technical Bulletin 100. Laboratory Test Method for Wet Track Abrasion of SSM Systems, 2018.
dc.relation.references[24] EN 12274-4. European Standard.Slurry surfacing. Test methods. Determination of cohesion of the mix.
dc.relation.references[25] http://online.budstandart.com/ua/catalog/docpage.html?id_doc=60842
dc.relation.references[26] http://online.budstandart.com/ua/catalog/docpage?id_doc=54091
dc.relation.referencesen[1] Fang X., Garcia-Hernandez A., Lura P., RILEM Techn. Lett., 2016, 10, 116. https://doi.org/10.21809/rilemtechlett.2016.23
dc.relation.referencesen[2] Al Nageim H., Al-Busaltan S., Atherton W. et al., Construct. Build. Mater., 2012, 36, 743. https://doi.org/10.1016/j.conbuildmat.2012.06.032
dc.relation.referencesen[3] Al-Hdabi A., Al Nageim H., Seton L., Construct. Build. Mater., 2014, 69, 362. https://doi.org/10.1016/j.conbuildmat.2014.07.081
dc.relation.referencesen[4] Boucard L., Schmitt V., Farcas F. et al., Road Mater. Pavement Design, 2015, 16, 330. https://doi.org/10.1080/14680629.2015.1030910
dc.relation.referencesen[5] Thanaya I., Zoorob S., Forth J., Proc. Inst. Civil Eng. Transport, 2009, 162, 47. https://doi.org/10.1680/tran.2009.162.1.47
dc.relation.referencesen[6] Sidun Iu., Solodkyy S., Vollis O., J. Civil Eng., Environ., Architect., 2018, XXXV, 83. http://doi.prz.edu.pl/pl/pdf/biis/1063
dc.relation.referencesen[7] Pyshyev S., Grytsenko Y., Solodkyy S. et al., Chem. Chem. Technol., 2015, 9, 359. https://doi.org/10.23939/chcht09.03.359
dc.relation.referencesen[8] Sidun Iu., Solodkyy S., Shved M, et al., Chem. Chem. Technol., 2019, 13, 489. https://doi.org/10.23939/chcht13.04.489
dc.relation.referencesen[9] Sidun Iu., Vollis O., Solodkyy S. et al., [in:] Blikharskyy Z., Koszelnik P., Mesaros P. (Eds.), Lecture Notes in Civil Engineering. CEE 2019: Proceedings of CEE 2019. Springer 2019, 47, 420. https://doi.org/10.1007/978-3-030-27011-7_53
dc.relation.referencesen[10] Demchuk Y., Sidun Iu., Gunka V. et al., Chem. Chem. Technol., 2018, 12, 456. https://doi.org/10.23939/chcht12.04.456
dc.relation.referencesen[11] Pyshyev S., Demchuk Yu., Gunka V. et al., Chem. Chem. Technol., 2019, 13, 212. https://doi.org/10.23939/chcht13.02.212
dc.relation.referencesen[12] Gunka V., Demchuk Yu., Pyshyev S. et al: Pet. Coal, 2018, 60, 1199.
dc.relation.referencesen[13] Pyshyev S.,Demchuk Y., Gunka V., Uglekhim. Zh., 2019, 4, 27. https://doi.org/10.31081/1681-309X-2019-0-4-27-33
dc.relation.referencesen[14] EN 1426:2000. European Standard. Bitumen and bituminous binders. Methods of tests for petroleum and its products. Determination of needle penetration.
dc.relation.referencesen[15] EN 1427:2007. European Standard. Bitumen and bituminous binders. Determination of the softening point. Ring and Ball method.
dc.relation.referencesen[16] EN 13589:2008. European Standard. Bitumen and bituminous binders. Determination of the tensile properties of modified bitumen by the force ductility method.
dc.relation.referencesen[17] http://online.budstandart.com/ua/catalog/doc-page?id_doc=6392
dc.relation.referencesen[18] http://online.budstandart.com/ua/catalog/docpage.html?id_doc=4917
dc.relation.referencesen[19] EN 12593. European Standard. Bitumen and bituminous binders. Determination of the Fraas breaking point.
dc.relation.referencesen[20] EN 12591. European Standard. Bitumen and bituminous binders - Specifications for paving grade bitumens.
dc.relation.referencesen[21] ISSA A143. Recommended Performance Guideline For Micro Surfacing, 2010.
dc.relation.referencesen[22] ISSA Technical Bulletin 113. Test Method for Determining Mix Time for SSM Systems, 2017.
dc.relation.referencesen[23] ISSA Technical Bulletin 100. Laboratory Test Method for Wet Track Abrasion of SSM Systems, 2018.
dc.relation.referencesen[24] EN 12274-4. European Standard.Slurry surfacing. Test methods. Determination of cohesion of the mix.
dc.relation.referencesen[25] http://online.budstandart.com/ua/catalog/docpage.html?id_doc=60842
dc.relation.referencesen[26] http://online.budstandart.com/ua/catalog/docpage?id_doc=54091
dc.relation.urihttps://doi.org/10.21809/rilemtechlett.2016.23
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2012.06.032
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2014.07.081
dc.relation.urihttps://doi.org/10.1080/14680629.2015.1030910
dc.relation.urihttps://doi.org/10.1680/tran.2009.162.1.47
dc.relation.urihttp://doi.prz.edu.pl/pl/pdf/biis/1063
dc.relation.urihttps://doi.org/10.23939/chcht09.03.359
dc.relation.urihttps://doi.org/10.23939/chcht13.04.489
dc.relation.urihttps://doi.org/10.1007/978-3-030-27011-7_53
dc.relation.urihttps://doi.org/10.23939/chcht12.04.456
dc.relation.urihttps://doi.org/10.23939/chcht13.02.212
dc.relation.urihttps://doi.org/10.31081/1681-309X-2019-0-4-27-33
dc.relation.urihttp://online.budstandart.com/ua/catalog/doc-page?id_doc=6392
dc.relation.urihttp://online.budstandart.com/ua/catalog/docpage.html?id_doc=4917
dc.relation.urihttp://online.budstandart.com/ua/catalog/docpage.html?id_doc=60842
dc.relation.urihttp://online.budstandart.com/ua/catalog/docpage?id_doc=54091
dc.rights.holder© Національний університет “Львівська політехніка”, 2020
dc.rights.holder© Demchuk Y., Gunka V., Pyshyev S, Sidun Iu., Hrynchuk Y., Kucinska-Lipka J., Bratychak M., 2020
dc.subjectбітумні емульсії
dc.subjectемульгатор
dc.subjectлиті емульсійні мінеральні суміші
dc.subjectтонкошарове покриття
dc.subjectмодифікований бітум
dc.subjectадгезія
dc.subjectфеноло-крезоло-формальдегідна смола
dc.subjectbitumen emulsion
dc.subjectemulsifier
dc.subjectslurry surfacing mixes
dc.subjectthin-layer coating
dc.subjectmodified bitumen
dc.subjectadhesion
dc.subjectphenol-cresol-formaldehyde resin
dc.titleSlurry Surfacing Mixes on the Basis of Bitumen Modified with Phenol-Cresol-Formaldehyde Resin
dc.title.alternativeЛиті емульсійні мінеральні суміші на основі бітумів, модифікованих феноло-крезолоформальдегідною смолою
dc.typeArticle

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Chemistry & Chemical Technology. – 2020. – Vol. 14, No. 2