Adhesion of bituminous binders with aggregates in the context of surface dressing technology for road pavements treatment

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dc.citation.epage99
dc.citation.issue1
dc.citation.spage92
dc.contributor.affiliationНаціональний університет “Львівська політехніка”
dc.contributor.affiliationВійськовий коледж сержантського складу Національної академії сухопутних військ імені гетьмана Петра Сагайдачного
dc.contributor.affiliationLviv Polytechnic National University
dc.contributor.affiliationCollege of National Army Academy named after, Hetman P. Sahaidachnyi
dc.contributor.authorСідун, Ю. В.
dc.contributor.authorСолодкий, С. Й.
dc.contributor.authorВоліс, О. Є.
dc.contributor.authorСтанчак, С. А.
dc.contributor.authorБідось, В. М.
dc.contributor.authorSidun, Iurii
dc.contributor.authorSolodkyy, Serhiy
dc.contributor.authorVollis, Oleksiy
dc.contributor.authorStanchak, Svitlana
dc.contributor.authorBidos, Volodymyr
dc.coverage.placenameЛьвів
dc.coverage.placenameLviv
dc.date.accessioned2023-04-05T10:31:14Z
dc.date.available2023-04-05T10:31:14Z
dc.date.created2021-06-06
dc.date.issued2021-06-06
dc.description.abstractРозглянуто тонкошарові покриття за технологією поверхневої обробки, які є поширеним варіантом збереження та герметизації верхніх шарів дорожніх конструкцій. Однією з основних характеристик якості цих покриттів є зчеплюваність (адгезія) між бітумним та мінеральним матеріалом. В статті досліджено зчеплюваність кам’яних матеріалів різних гранітних кар’єрів України з бітумним в’яжучим, а саме бітумною емульсією, для застосування в технології поверхневої обробки дорожніх покриттів. В роботі використано українські та європейські методи досліджень визначення зчеплюваності в системі бітум–кам’яний матеріал. За українським методом визначено зчеплюваність залишкового в'яжучого, виділеного з емульсії після її розпаду, з поверхнею щебню після кип’ятіння в дистильованій воді та в розчині гліцерину та дистильованої води. Як європейський метод для досліджень використано ударний метод із застосуванням плити Віаліт. Розроблено три склади бітумних емульсій для тонкошарових покриттів автомобільних доріг за технологією поверхневої обробки залежно від вмісту бітуму в емульсії, типу використаної кислоти (соляна чи ортофосфорна), ph водної фрази бітумної емульсії та двох варіантів емульгаторів. Результати випробувань за вибраними методами показали схожі результати, що дало змогу встановити оптимальний кам’яний матеріал серед досліджених і відповідно оптимальний склад бітумної емульсії. Також досліджено необхідну кількість бітумної емульсії, яка має бути розподілена по плиті Віаліта за критерієм зчеплюваності для цього методу досліджень.
dc.description.abstractIn this article the study is done for the adhesion of aggregates coming from various granite quarries of Ukraine with bituminous binder, namely with bitumen emulsion – for application in surface dressing technology for road pavements treatment. In the article there are used the Ukrainian and European testing methods for determination of adhesion in the “bitumen – aggregate” system. According to the Ukrainian method, there was determined the adhesion of residual binder with the chips surface after boiling in the distilled water and in the solution of glycerin and distilled water. As the European method, for the studies there was used Vialit Plate Shock Test. There were developed three bitumen emulsion formulations.
dc.format.extent92-99
dc.format.pages8
dc.identifier.citationAdhesion of bituminous binders with aggregates in the context of surface dressing technology for road pavements treatment / Iurii Sidun, Serhiy Solodkyy, Oleksiy Vollis, Svitlana Stanchak, Volodymyr Bidos // Theory and Building Practice. — Lviv : Lviv Politechnic Publishing House, 2021. — Vol 3. — No 1. — P. 92–99.
dc.identifier.citationenSidun I., Solodkyy S., Vollis O., Stanchak S., Bidos V. (2021) Adhesion of bituminous binders with aggregates in the context of surface dressing technology for road pavements treatment. Theory and Building Practice (Lviv), vol. 3, no 1, pp. 92-99.
dc.identifier.doihttps://doi.org/10.23939/jtbp2021.01.092
dc.identifier.urihttps://ena.lpnu.ua/handle/ntb/57915
dc.language.isoen
dc.publisherВидавництво Львівської політехніки
dc.publisherLviv Politechnic Publishing House
dc.relation.ispartofTheory and Building Practice, 1 (3), 2021
dc.relation.referencesZhdaniuk V. K., Terletskaya V. Ya (2009). Properties of cationic bitumen emulsions modified with aqueous
dc.relation.referencescationic latex “Butonal NS 198” Bulletin of the KhNADU, issue 40. P. 17–20 (in Ukrainian)
dc.relation.referencesSidun, I., Solodkyy, S., & Vollis, O. (2019). Acids in bitumen emulsions. JCEEA, t. XXXV, z. 65 (3/18). 83–90. doi:10.7862/rb.2018.45
dc.relation.referencesSidun, Iurii & Solodkyy, Serhiy & Vollis, Oleksiy & Gunka, Volodymyr & Pyryk, Roman & Shits, Ihor. (2020). Orto-phosphoric acid as an alternative to hydrochloric acid – for cationic bitumen road emulsions. Review.
dc.relation.referencesTheory and Building Practice. Vol. 2, No. 1. P. 88–93. 10.23939/jtbp2020.01.088.
dc.relation.referencesIlchenko V. V, Kryvoruchko O. M., Samondros B. G. (2011) Developing a modern method for evaluation of
dc.relation.referencesstability of the surface treatment of road pavement Poltava National Technical University named after Juriy
dc.relation.referencesKondratyuk issue 2 (30). P. 259–265. (in Ukrainian)
dc.relation.referencesPavlyuk D. O, Hluhoverya V. M. (2010) Research of engraftment of thin layers of wear to road coverings.
dc.relation.referencesBulletin of NTU, No. 21(1). P. 69–73 (in Ukrainian)
dc.relation.referencesPavlyuk D. O., Pavlyuk V. V., Datsenko V. M., Kishchinsky S. V., Protopopova T. M., Shuryakov M. V.,
dc.relation.referencesShulyak I. S., Klitchenko B. V. (2013) Regarding the rationing of gravel engraftment indicators of road surface
dc.relation.referencestreatments Avtoshliakhovyk Ukrayiny. No. 6. P. 34–39. (in Ukrainian)
dc.relation.referencesPavlyuk D. O., Lebedev O. S. and others (2005) Device for assessing gravel engraftment during surface
dc.relation.referencestreatment Avtoshliakhovyk Ukrayiny. No. 6. p. 25–27. (in Ukrainian)
dc.relation.referencesPavlyuk D. O., Pavlyuk V. V, Lebedev O. S Hluhoverya V. M. Patent of Ukraine 91954. Kyiv: State Patent
dc.relation.referencesOffice of Ukraine. (in Ukrainian) EN 12272-3:2004 – Surface dressing – Test methods – Part 3: Determination of binder aggregate adhesivity
dc.relation.referencesby the Vialit plate shock test method
dc.relation.referencesK. Louw, D. Rossmann, D. Cupido. (2004). The vialit adhesion test: is it an appropriate test to predict low
dc.relation.referencestemperature binder/aggregate failure // 8th conference on asphalt pavements for southern africa (capsa’04) – Sun
dc.relation.referencesCity, South Africa.
dc.relation.referencesYi, Junyan & Feng, De & Bi, Hong & Yu, Fei. (2013). Investigation on Adhesive Behavior between Binder
dc.relation.referencesand Aggregate by Vialit Test under Low Temperature. Advanced Materials Research. 723, 389–396.
dc.relation.referencesPerformance Oriented Guidance for Mississippi Chip Seals. Volume I / Howard Isaac L. et al. Mississippi
dc.relation.referencesState University. 2013, 191 р.
dc.relation.referencesOzdemir, Ugurcan. (2016). An acceptance test for chip seal projects based on image analysis. 10.13140/RG.2.2.36658.40644.
dc.relation.referencesASTM D7000 – 19a Standard Test Method for Sweep Test of Emulsified Asphalt Surface Treatment
dc.relation.referencesSamples
dc.relation.referencesKandhal, P. S. and Motter, J. B. (1991). Criteria For Accepting Precoated Aggregates for Seal Coats and
dc.relation.referencesSurface Treatments, Transportation Research Board, No. 1300, pp. 80–89, Washington D.C.
dc.relation.referencesQueensland Department of Transport and Main Roads (2012). Materials Testing Manual, The State of
dc.relation.referencesQueensland, Department of Transport and Main Roads.
dc.relation.referencesASTM E303 – 93. Standard Test Method for Measuring Surface Frictional Properties Using the British Pendulum
dc.relation.referencesTester
dc.relation.referencesEN 13036-4:2011. Road and airfield surface characteristics – Test methods – Part 4: Method for measurement of
dc.relation.referencesslip/skid resistance of a surface: The pendulum test
dc.relation.referencesZhou, F., Li, H., Chen, P. and Scullion T. (2014) Research Report FHWA/TX-14/0-6674-1: Laboratory
dc.relation.referencesEvaluation of Asphalt Binder Rutting, Fracture, and Adhesion tests, Texas Department of Transportation,
dc.relation.referencesAustin
dc.relation.referencesVasiliev A. P., Pierre Chambard (1999). Surface treatment with synchronous distribution of materials. Moskow.
dc.relation.referencesTransdornauka. (in Russian)
dc.relation.referencesRvacheva E. M., Maryshev B. S. (2004). Surface treatment of road surfaces, Road machinery. (in
dc.relation.referencesRussian)
dc.relation.referencesKochetkov A. V., Susliganov P. S., Arzhanukhin S. P. (2007), Modern technologies for the device of
dc.relation.referencesroad coverings with a rough surface, Roads and bridges. No. 2 p. 28−31. (in Russian)
dc.relation.referencesIlchenko V. V., Sharpilo A. V. (2011). Finding effective ways to restore the roughness of the road surface / /
dc.relation.referencesPoltava National Technical University named after Juriy Kondratyuk issue 2 p. 249–253. (in Ukrainian)
dc.relation.referencesenZhdaniuk V. K., Terletskaya V. Ya (2009). Properties of cationic bitumen emulsions modified with aqueous
dc.relation.referencesencationic latex "Butonal NS 198" Bulletin of the KhNADU, issue 40. P. 17–20 (in Ukrainian)
dc.relation.referencesenSidun, I., Solodkyy, S., & Vollis, O. (2019). Acids in bitumen emulsions. JCEEA, t. XXXV, z. 65 (3/18). 83–90. doi:10.7862/rb.2018.45
dc.relation.referencesenSidun, Iurii & Solodkyy, Serhiy & Vollis, Oleksiy & Gunka, Volodymyr & Pyryk, Roman & Shits, Ihor. (2020). Orto-phosphoric acid as an alternative to hydrochloric acid – for cationic bitumen road emulsions. Review.
dc.relation.referencesenTheory and Building Practice. Vol. 2, No. 1. P. 88–93. 10.23939/jtbp2020.01.088.
dc.relation.referencesenIlchenko V. V, Kryvoruchko O. M., Samondros B. G. (2011) Developing a modern method for evaluation of
dc.relation.referencesenstability of the surface treatment of road pavement Poltava National Technical University named after Juriy
dc.relation.referencesenKondratyuk issue 2 (30). P. 259–265. (in Ukrainian)
dc.relation.referencesenPavlyuk D. O, Hluhoverya V. M. (2010) Research of engraftment of thin layers of wear to road coverings.
dc.relation.referencesenBulletin of NTU, No. 21(1). P. 69–73 (in Ukrainian)
dc.relation.referencesenPavlyuk D. O., Pavlyuk V. V., Datsenko V. M., Kishchinsky S. V., Protopopova T. M., Shuryakov M. V.,
dc.relation.referencesenShulyak I. S., Klitchenko B. V. (2013) Regarding the rationing of gravel engraftment indicators of road surface
dc.relation.referencesentreatments Avtoshliakhovyk Ukrayiny. No. 6. P. 34–39. (in Ukrainian)
dc.relation.referencesenPavlyuk D. O., Lebedev O. S. and others (2005) Device for assessing gravel engraftment during surface
dc.relation.referencesentreatment Avtoshliakhovyk Ukrayiny. No. 6. p. 25–27. (in Ukrainian)
dc.relation.referencesenPavlyuk D. O., Pavlyuk V. V, Lebedev O. S Hluhoverya V. M. Patent of Ukraine 91954. Kyiv: State Patent
dc.relation.referencesenOffice of Ukraine. (in Ukrainian) EN 12272-3:2004 – Surface dressing – Test methods – Part 3: Determination of binder aggregate adhesivity
dc.relation.referencesenby the Vialit plate shock test method
dc.relation.referencesenK. Louw, D. Rossmann, D. Cupido. (2004). The vialit adhesion test: is it an appropriate test to predict low
dc.relation.referencesentemperature binder/aggregate failure, 8th conference on asphalt pavements for southern africa (capsa’04) – Sun
dc.relation.referencesenCity, South Africa.
dc.relation.referencesenYi, Junyan & Feng, De & Bi, Hong & Yu, Fei. (2013). Investigation on Adhesive Behavior between Binder
dc.relation.referencesenand Aggregate by Vialit Test under Low Temperature. Advanced Materials Research. 723, 389–396.
dc.relation.referencesenPerformance Oriented Guidance for Mississippi Chip Seals. Volume I, Howard Isaac L. et al. Mississippi
dc.relation.referencesenState University. 2013, 191 r.
dc.relation.referencesenOzdemir, Ugurcan. (2016). An acceptance test for chip seal projects based on image analysis. 10.13140/RG.2.2.36658.40644.
dc.relation.referencesenASTM D7000 – 19a Standard Test Method for Sweep Test of Emulsified Asphalt Surface Treatment
dc.relation.referencesenSamples
dc.relation.referencesenKandhal, P. S. and Motter, J. B. (1991). Criteria For Accepting Precoated Aggregates for Seal Coats and
dc.relation.referencesenSurface Treatments, Transportation Research Board, No. 1300, pp. 80–89, Washington D.C.
dc.relation.referencesenQueensland Department of Transport and Main Roads (2012). Materials Testing Manual, The State of
dc.relation.referencesenQueensland, Department of Transport and Main Roads.
dc.relation.referencesenASTM E303 – 93. Standard Test Method for Measuring Surface Frictional Properties Using the British Pendulum
dc.relation.referencesenTester
dc.relation.referencesenEN 13036-4:2011. Road and airfield surface characteristics – Test methods – Part 4: Method for measurement of
dc.relation.referencesenslip/skid resistance of a surface: The pendulum test
dc.relation.referencesenZhou, F., Li, H., Chen, P. and Scullion T. (2014) Research Report FHWA/TX-14/0-6674-1: Laboratory
dc.relation.referencesenEvaluation of Asphalt Binder Rutting, Fracture, and Adhesion tests, Texas Department of Transportation,
dc.relation.referencesenAustin
dc.relation.referencesenVasiliev A. P., Pierre Chambard (1999). Surface treatment with synchronous distribution of materials. Moskow.
dc.relation.referencesenTransdornauka. (in Russian)
dc.relation.referencesenRvacheva E. M., Maryshev B. S. (2004). Surface treatment of road surfaces, Road machinery. (in
dc.relation.referencesenRussian)
dc.relation.referencesenKochetkov A. V., Susliganov P. S., Arzhanukhin S. P. (2007), Modern technologies for the device of
dc.relation.referencesenroad coverings with a rough surface, Roads and bridges. No. 2 p. 28−31. (in Russian)
dc.relation.referencesenIlchenko V. V., Sharpilo A. V. (2011). Finding effective ways to restore the roughness of the road surface, /
dc.relation.referencesenPoltava National Technical University named after Juriy Kondratyuk issue 2 p. 249–253. (in Ukrainian)
dc.rights.holder© Національний університет „Львівська політехніка“, 2021
dc.rights.holder© Sidun Iu., Solodkyy S., Vollis O., Stanchak S., Bidos V., 2021
dc.subjectтонкошарове дорожнє покриття
dc.subjectповерхнева обробка
dc.subjectбітумна емульсія
dc.subjectсоляна кислота
dc.subjectортофосфорна кислота
dc.subjectзчеплюваність бітумного в’яжучого із щебенем
dc.subjectударний метод із застосуванням плити Віаліт
dc.subjectthin-layer road pavement
dc.subjectsurface dressing
dc.subjectbitumen emulsion
dc.subjecthydrochloric acid
dc.subjectorthophosphoric acid
dc.subjectadhesion of bituminous binder with chips
dc.subjectVialit Plate Shock Test
dc.titleAdhesion of bituminous binders with aggregates in the context of surface dressing technology for road pavements treatment
dc.title.alternativeЗчеплюваність бітумних в’яжучих із кам’яними матеріалами в контексті технології поверхневої обробки дорожніх покриттів
dc.typeArticle

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Theory and Building Practice. – 2021. – Vol. 3, No. 1