Adhesion of road bitumen emulsions on both hydrochloric and orthophosphoric acids for the technology of surface dressing

dc.citation.epage34
dc.citation.issue1
dc.citation.spage27
dc.contributor.affiliationНаціональний університет “Львівська політехніка”
dc.contributor.affiliationНаціональна академія сухопутних військ імені гетьмана Петра Сагайдачного
dc.contributor.affiliationLviv Polytechnic National University
dc.contributor.affiliationHetman Petro Sahaydachnyi National Army Academy
dc.contributor.authorСідун, Ю. В.
dc.contributor.authorВолліс, О. Є.
dc.contributor.authorБідось, В. М.
dc.contributor.authorСтанчак, С. А.
dc.contributor.authorГелон, Д. Р.
dc.contributor.authorSidun, Iurii
dc.contributor.authorVollis, Oleksiy
dc.contributor.authorBidos, Volodymyr
dc.contributor.authorStanchak, Svitlana
dc.contributor.authorHelon, Danylo
dc.coverage.placenameЛьвів
dc.coverage.placenameLviv
dc.date.accessioned2023-04-24T08:11:55Z
dc.date.available2023-04-24T08:11:55Z
dc.date.created2022-03-03
dc.date.issued2022-03-03
dc.description.abstractРозглянуто шари зносу за технологією поверхневої обробки, що є варіантом збереження та герметизації верхніх шарів дорожніх конструкцій. Однією із ключових характеристик якості цих шарів є зчеплюваність (адгезія) між бітумним та мінеральним матеріалом. В статті досліджено зчеплюваність кам’яних матеріалів різних гранітних кар’єрів України із 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, із поверхнею щебеню після кип’ятіння у дистильованій воді та в розчині гліцерину і дистильованої води. Як європейський метод для досліджень використано ударний метод із застосуванням плити Віаліт. Розроблено два склади бітумних емульсій для тонкошарових покриттів автомобільних доріг за технологією поверхневої обробки залежно від типу використаної кислоти (соляна чи ортофосфорна). Результати випробувань за вибраними методами схожі, що дало змогу вибрати оптимальний кам’яний матеріал серед досліджених і відповідно оптимальний склад бітумної емульсії. Доведено, що на зчеплюваність в’яжучого із гранітним щебенем особливо впливає зміна температурних режимів ведення випробувань. За температур 95 °С та 100 °С зчеплюваність емульсії на ортофосфорній кислоті вища, ніж у соляної, а за 5 °С, 10 °С, 14 °С краща зчеплюваність у емульсії із соляною кислотою.
dc.description.abstractThis article presents the review of surface dressing wear courses, being the version of preservation and sealing of road structures’ top layers. In the article, there is studied the adhesion of aggregates (from various granite quarries of Ukraine) with a bitumen binder, namely bitumen emulsion, for application in surface dressing for road pavements. In the article, there are used both the Ukrainian and European testing methods for the determination of adhesion in the bitumen-aggregate system. There was developed two bitumen emulsion formulations for the thin-layer motor-road pavements by the surface dressing depending on the type of acid used (either hydrochloric or orthophosphoric).
dc.format.extent27-34
dc.format.pages8
dc.identifier.citationAdhesion of road bitumen emulsions on both hydrochloric and orthophosphoric acids for the technology of surface dressing / Iurii Sidun, Oleksiy Vollis, Volodymyr Bidos, Svitlana Stanchak, Danylo Helon // Theory and Building Practice. — Lviv : Lviv Politechnic Publishing House, 2022. — Vol 4. — No 1. — P. 27–34.
dc.identifier.citationenAdhesion of road bitumen emulsions on both hydrochloric and orthophosphoric acids for the technology of surface dressing / Iurii Sidun, Oleksiy Vollis, Volodymyr Bidos, Svitlana Stanchak, Danylo Helon // Theory and Building Practice. — Lviv : Lviv Politechnic Publishing House, 2022. — Vol 4. — No 1. — P. 27–34.
dc.identifier.doidoi.org/10.23939/jtbp2022.01.027
dc.identifier.urihttps://ena.lpnu.ua/handle/ntb/57981
dc.language.isoen
dc.publisherВидавництво Львівської політехніки
dc.publisherLviv Politechnic Publishing House
dc.relation.ispartofTheory and Building Practice, 1 (4), 2022
dc.relation.referencesHajj E. Y., Loria L., Sebaaly P. E., Borroel C. M., Leiva P. (2011) Optimum Time for Application of Slurry
dc.relation.referencesSeal to Asphalt Concrete Pavements. Transportation Research Record., 2235(1):66–81. DOI:10.3141/2235-08.
dc.relation.referencesOzdemir, Ugurcan & Kutay, M. & Hibner, Derek & Lanotte, Michele & Kumbargeri, Yogesh (2018).
dc.relation.referencesQuantification of Aggregate Embedment in Chip Seals Using Image Processing. Journal of Transportation
dc.relation.referencesEngineering, Part B: Pavements. 144. 10.1061/JPEODX.0000068.
dc.relation.referencesJavon, Adams, Cassie, Castorena, Y. Richard Kim (2019). Construction quality acceptance performancerelated specifications for chip seals. Journal of Traffic and
dc.relation.referencesTransportation Engineering (English Edition), Vol. 6,
dc.relation.referencesIs. 4, 337–348. ISSN 2095-7564, https://doi.org/10.1016/j.jtte.2019.05.003.
dc.relation.referencesBueno M., Luong J., Terán F., Viñuela U., Vázquez V. F., Paje S. E. (2014). Noise Reduction Properties of an
dc.relation.referencesExperimental Bituminous Slurry with Crumb Rubber Incorporated by the Dry Process. Coatings; 4(3):602–613.
dc.relation.referenceshttps://doi.org/10.3390/coatings4030602.
dc.relation.referencesOikonomou, Nikolaos & Eskioglou, P. (2007). Alternative fillers for use in slurry seal. GlobalNEST
dc.relation.referencesInternational Journal, 9. https://www.researchgate.net/publication/268182837_Alternative_fillers_for_use_in_slurry_seal.
dc.relation.referencesErgun, Murat & Iyinam, Sukriye & Iyinam, A. (2005). Prediction of Road Surface Friction Coefficient Using
dc.relation.referencesOnly Macro and Microtexture Measurements. Journal of Transportation Engineering, 2005-04-01 131(4): 311–319
dc.relation.referenceshttps://doi.org/10.1061/(ASCE)0733-947X(2005)131:4(311).
dc.relation.referencesSidun, Iurii, Vollis, Oleksiy, Hidei, Volodymyr and Bidos, Volodymyr (2021). Quick-traffic slurry surfacing
dc.relation.referencesmix with orthophosphoric acid. Production Engineering Archives, 27(3), 191–195. https://doi.org/10.30657/pea.2021.27.25.
dc.relation.referencesSidun Iu., Solodkyy S., Vollis O., Stanchak S. and Bidos V. (2021). Adhesion of bituminous binders with
dc.relation.referencesaggregates in the context of surface dressing technology for road pavements treatment. JTBP; 3(1): 92–99.
dc.relation.referenceshttps://doi.org/10.23939/jtbp2021.01.092.
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, 40, 17–20 (in Ukrainian)
dc.relation.referenceshttps://docme.su/doc/1660869/svojstva-kationnyh-bitumnyh-e-mul._sij-modificirovannyh-vo...
dc.relation.referencesSidun I., Solodkyy S., & Vollis O. (2019). Acids in bitumen emulsions. JCEEA, t. XXXV, z. 65 (3/18), 83–90.
dc.relation.referencesDOI:10.7862/rb.2018.45
dc.relation.referencesSidun, Iurii & Solodkyy, Serhiy & Vollis, Oleksiy & Gunka, Volodymyr & Pyryk, Roman & Shits, Ihor.
dc.relation.references(2020). Orto-phosphoric acid as an alternative to hydrochloric acid – for cationic bitumen road emulsions. Review.
dc.relation.referencesTheory and Building Practice. 2(1), 88–93. 10.23939/jtbp2020.01.088.
dc.relation.referencesLouw K., Rossmann D., Cupido D. (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 City,
dc.relation.referencesSouth Africa. https://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.616.4213&rep=rep1&type=pdf.
dc.relation.referencesHoward I. L., Jordan W. S., Barham J. M., Alvarado A., Cox B. C. (2013). Performance Oriented Guidance for
dc.relation.referencesMississippi Chip Seals. Final Report No. FHWA/MS-DOT-RD-13-211-Vol. I, Mississippi Department of
dc.relation.referencesTransportation, Jackson, MS. https://www.cee.msstate.edu/publications/FHWA_MS-DOT-RD-13-211-Volume_II_(LTP).pdf
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.referencesKandhal P. S. and Motter J. B. (1991) Criteria For Accepting Precoated Aggregates for Seal Coats and Surface
dc.relation.referencesTreatments. Transportation Research Board, 1300, 80–89, Washington D. C. http://onlinepubs.trb.org/Onlinepubs/trr/1991/ 1300/1300-010.pdf
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. https://www.tmr.qld.gov.au/-/media/busind/techstdpubs/Materials/Materials-testing-manual/5thEdition/MTMEd5Am6Full.pdf?la=en
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, Austin
dc.relation.referenceshttps://rosap.ntl.bts.gov/view/dot/27289
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 2 (30), 259–265. (in Ukrainian) http://reposit.nupp.edu.ua/bitstream/PoltNTU/5175/1/Znpgmb_2011_2_30%2043.pdf
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 2, 249–253 (in Ukrainian).
dc.relation.referenceshttp://reposit.nupp.edu.ua/bitstream/PoltNTU/5178/1/Znpgmb_2011_1_29%2049.pdf.
dc.relation.referencesPavlyuk D. O., Hluhoverya V. M. (2010). Research of engraftment of thin layers of wear to road coverings. Bulletin of NTU, 21(1), 69–73 (in Ukrainian).
dc.relation.referenceshttp://irbis-nbuv.gov.ua/cgi-bin/irbis_nbuv/cgiirbis_64.exe?C21COM=2&I21DBN=UJRN&P21DBN=UJRN&IMAGE_FILE_DOWNLOAD=1&Image_file_name=PDF/Vntu_2010_21%281%29__17.pdf.
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, 6, 34–39 (in Ukrainian).
dc.relation.referenceshttp://irbis-nbuv.gov.ua/cgi-bin/irbis_nbuv/cgiirbis_64.exe?C21COM=2&I21DBN=UJRN&P21DBN=UJRN&IMAGE_FILE_DOWNLOAD=1&Image_file_name=PDF/au_2013_6_8.pdf.
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). https://uapatents.com/2-91954-centrifuga-z-podvijjnim-tilom-obertannya-dlyaviznachennya-micnosti-adgezi.html.
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.referenceshttps://www.researchgate.net/publication/269387674_Investigation_on_Adhesive_Behavior_between_Binder_and_Aggregate_by_Vialit_Test_under_Low_Temperature.
dc.relation.referencesenHajj E. Y., Loria L., Sebaaly P. E., Borroel C. M., Leiva P. (2011) Optimum Time for Application of Slurry
dc.relation.referencesenSeal to Asphalt Concrete Pavements. Transportation Research Record., 2235(1):66–81. DOI:10.3141/2235-08.
dc.relation.referencesenOzdemir, Ugurcan & Kutay, M. & Hibner, Derek & Lanotte, Michele & Kumbargeri, Yogesh (2018).
dc.relation.referencesenQuantification of Aggregate Embedment in Chip Seals Using Image Processing. Journal of Transportation
dc.relation.referencesenEngineering, Part B: Pavements. 144. 10.1061/JPEODX.0000068.
dc.relation.referencesenJavon, Adams, Cassie, Castorena, Y. Richard Kim (2019). Construction quality acceptance performancerelated specifications for chip seals. Journal of Traffic and
dc.relation.referencesenTransportation Engineering (English Edition), Vol. 6,
dc.relation.referencesenIs. 4, 337–348. ISSN 2095-7564, https://doi.org/10.1016/j.jtte.2019.05.003.
dc.relation.referencesenBueno M., Luong J., Terán F., Viñuela U., Vázquez V. F., Paje S. E. (2014). Noise Reduction Properties of an
dc.relation.referencesenExperimental Bituminous Slurry with Crumb Rubber Incorporated by the Dry Process. Coatings; 4(3):602–613.
dc.relation.referencesenhttps://doi.org/10.3390/coatings4030602.
dc.relation.referencesenOikonomou, Nikolaos & Eskioglou, P. (2007). Alternative fillers for use in slurry seal. GlobalNEST
dc.relation.referencesenInternational Journal, 9. https://www.researchgate.net/publication/268182837_Alternative_fillers_for_use_in_slurry_seal.
dc.relation.referencesenErgun, Murat & Iyinam, Sukriye & Iyinam, A. (2005). Prediction of Road Surface Friction Coefficient Using
dc.relation.referencesenOnly Macro and Microtexture Measurements. Journal of Transportation Engineering, 2005-04-01 131(4): 311–319
dc.relation.referencesenhttps://doi.org/10.1061/(ASCE)0733-947X(2005)131:4(311).
dc.relation.referencesenSidun, Iurii, Vollis, Oleksiy, Hidei, Volodymyr and Bidos, Volodymyr (2021). Quick-traffic slurry surfacing
dc.relation.referencesenmix with orthophosphoric acid. Production Engineering Archives, 27(3), 191–195. https://doi.org/10.30657/pea.2021.27.25.
dc.relation.referencesenSidun Iu., Solodkyy S., Vollis O., Stanchak S. and Bidos V. (2021). Adhesion of bituminous binders with
dc.relation.referencesenaggregates in the context of surface dressing technology for road pavements treatment. JTBP; 3(1): 92–99.
dc.relation.referencesenhttps://doi.org/10.23939/jtbp2021.01.092.
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, 40, 17–20 (in Ukrainian)
dc.relation.referencesenhttps://docme.su/doc/1660869/svojstva-kationnyh-bitumnyh-e-mul._sij-modificirovannyh-vo...
dc.relation.referencesenSidun I., Solodkyy S., & Vollis O. (2019). Acids in bitumen emulsions. JCEEA, t. XXXV, z. 65 (3/18), 83–90.
dc.relation.referencesenDOI:10.7862/rb.2018.45
dc.relation.referencesenSidun, Iurii & Solodkyy, Serhiy & Vollis, Oleksiy & Gunka, Volodymyr & Pyryk, Roman & Shits, Ihor.
dc.relation.referencesen(2020). Orto-phosphoric acid as an alternative to hydrochloric acid – for cationic bitumen road emulsions. Review.
dc.relation.referencesenTheory and Building Practice. 2(1), 88–93. 10.23939/jtbp2020.01.088.
dc.relation.referencesenLouw K., Rossmann D., Cupido D. (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 City,
dc.relation.referencesenSouth Africa. https://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.616.4213&rep=rep1&type=pdf.
dc.relation.referencesenHoward I. L., Jordan W. S., Barham J. M., Alvarado A., Cox B. C. (2013). Performance Oriented Guidance for
dc.relation.referencesenMississippi Chip Seals. Final Report No. FHWA/MS-DOT-RD-13-211-Vol. I, Mississippi Department of
dc.relation.referencesenTransportation, Jackson, MS. https://www.cee.msstate.edu/publications/FHWA_MS-DOT-RD-13-211-Volume_II_(LTP).pdf
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.referencesenKandhal P. S. and Motter J. B. (1991) Criteria For Accepting Precoated Aggregates for Seal Coats and Surface
dc.relation.referencesenTreatments. Transportation Research Board, 1300, 80–89, Washington D. C. http://onlinepubs.trb.org/Onlinepubs/trr/1991/ 1300/1300-010.pdf
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. https://www.tmr.qld.gov.au/-/media/busind/techstdpubs/Materials/Materials-testing-manual/5thEdition/MTMEd5Am6Full.pdf?la=en
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, Austin
dc.relation.referencesenhttps://rosap.ntl.bts.gov/view/dot/27289
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 2 (30), 259–265. (in Ukrainian) http://reposit.nupp.edu.ua/bitstream/PoltNTU/5175/1/Znpgmb_2011_2_30%2043.pdf
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 2, 249–253 (in Ukrainian).
dc.relation.referencesenhttp://reposit.nupp.edu.ua/bitstream/PoltNTU/5178/1/Znpgmb_2011_1_29%2049.pdf.
dc.relation.referencesenPavlyuk D. O., Hluhoverya V. M. (2010). Research of engraftment of thin layers of wear to road coverings. Bulletin of NTU, 21(1), 69–73 (in Ukrainian).
dc.relation.referencesenhttp://irbis-nbuv.gov.ua/cgi-bin/irbis_nbuv/cgiirbis_64.exe?P.21COM=2&I21DBN=UJRN&P21DBN=UJRN&IMAGE_FILE_DOWNLOAD=1&Image_file_name=PDF/Vntu_2010_21%281%29__17.pdf.
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, 6, 34–39 (in Ukrainian).
dc.relation.referencesenhttp://irbis-nbuv.gov.ua/cgi-bin/irbis_nbuv/cgiirbis_64.exe?P.21COM=2&I21DBN=UJRN&P21DBN=UJRN&IMAGE_FILE_DOWNLOAD=1&Image_file_name=PDF/au_2013_6_8.pdf.
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). https://uapatents.com/2-91954-centrifuga-z-podvijjnim-tilom-obertannya-dlyaviznachennya-micnosti-adgezi.html.
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.referencesenhttps://www.researchgate.net/publication/269387674_Investigation_on_Adhesive_Behavior_between_Binder_and_Aggregate_by_Vialit_Test_under_Low_Temperature.
dc.relation.urihttps://doi.org/10.1016/j.jtte.2019.05.003
dc.relation.urihttps://doi.org/10.3390/coatings4030602
dc.relation.urihttps://www.researchgate.net/publication/268182837_Alternative_fillers_for_use_in_slurry_seal
dc.relation.urihttps://doi.org/10.1061/(ASCE)0733-947X(2005)131:4(311
dc.relation.urihttps://doi.org/10.30657/pea.2021.27.25
dc.relation.urihttps://doi.org/10.23939/jtbp2021.01.092
dc.relation.urihttps://docme.su/doc/1660869/svojstva-kationnyh-bitumnyh-e-mul._sij-modificirovannyh-vo..
dc.relation.urihttps://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.616.4213&rep=rep1&type=pdf
dc.relation.urihttps://www.cee.msstate.edu/publications/FHWA_MS-DOT-RD-13-211-Volume_II_(LTP).pdf
dc.relation.urihttp://onlinepubs.trb.org/Onlinepubs/trr/1991/
dc.relation.urihttps://www.tmr.qld.gov.au/-/media/busind/techstdpubs/Materials/Materials-testing-manual/5thEdition/MTMEd5Am6Full.pdf?la=en
dc.relation.urihttps://rosap.ntl.bts.gov/view/dot/27289
dc.relation.urihttp://reposit.nupp.edu.ua/bitstream/PoltNTU/5175/1/Znpgmb_2011_2_30%2043.pdf
dc.relation.urihttp://reposit.nupp.edu.ua/bitstream/PoltNTU/5178/1/Znpgmb_2011_1_29%2049.pdf
dc.relation.urihttp://irbis-nbuv.gov.ua/cgi-bin/irbis_nbuv/cgiirbis_64.exe?C21COM=2&I21DBN=UJRN&P21DBN=UJRN&IMAGE_FILE_DOWNLOAD=1&Image_file_name=PDF/Vntu_2010_21%281%29__17.pdf
dc.relation.urihttp://irbis-nbuv.gov.ua/cgi-bin/irbis_nbuv/cgiirbis_64.exe?C21COM=2&I21DBN=UJRN&P21DBN=UJRN&IMAGE_FILE_DOWNLOAD=1&Image_file_name=PDF/au_2013_6_8.pdf
dc.relation.urihttps://uapatents.com/2-91954-centrifuga-z-podvijjnim-tilom-obertannya-dlyaviznachennya-micnosti-adgezi.html
dc.relation.urihttps://www.researchgate.net/publication/269387674_Investigation_on_Adhesive_Behavior_between_Binder_and_Aggregate_by_Vialit_Test_under_Low_Temperature
dc.rights.holder© Національний університет “Львівська політехніка”, 2022
dc.rights.holder© Sidun Iu., Vollis O., Bidos V., Stanchak S., Helon D., 2022
dc.subjectтонкошарове дорожнє покриття
dc.subjectповерхнева обробка
dc.subjectбітумна емульсія
dc.subjectсоляна кислота
dc.subjectортофосфорна кислота
dc.subjectгранітний щебінь
dc.subjectвапняковий щебінь
dc.subjectадгезія емульсії до щебеню
dc.subjectthin-layer road pavement
dc.subjectsurface dressing
dc.subjectbitumen emulsion
dc.subjecthydrochloric acid
dc.subjectorthophosphoric acid
dc.subjectgranite chips
dc.subjectlimestone chips
dc.subjectemulsion-to-chips adhesion
dc.titleAdhesion of road bitumen emulsions on both hydrochloric and orthophosphoric acids for the technology of surface dressing
dc.title.alternativeЗчеплюваність дорожніх бітумних емульсій на соляній та ортофосфорній кислотах для технології поверхневої обробки
dc.typeArticle

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