Over-stabilized bitumen emulsions made from emulsifiers for slow-setting emulsions

dc.citation.epage47
dc.citation.issue2
dc.citation.spage42
dc.contributor.affiliationНаціональний університет “Львівська політехніка”
dc.contributor.affiliationLviv Polytechnic National University
dc.contributor.authorБідось, В. М.
dc.contributor.authorСідун, Ю. В.
dc.contributor.authorСоболь, Х. С.
dc.contributor.authorРибчинський, С. С.
dc.contributor.authorBidos, V.
dc.contributor.authorSidun, I.
dc.contributor.authorSobol, K.
dc.contributor.authorRybchynskyi, S.
dc.coverage.placenameЛьвів
dc.coverage.placenameLviv
dc.date.accessioned2024-05-29T11:44:06Z
dc.date.available2024-05-29T11:44:06Z
dc.date.created2023-02-28
dc.date.issued2023-02-28
dc.description.abstractСпроєктовано склади дорожніх надстійких катіонних бітумних емульсій із ортофосфорною, сірчаною та соляною кислотами та катіонактивними емульгаторами для повільнорозпадних емульсій. Визначено фізико-механічні властивості виготовлених надстабільних бітумних емульсій та характеристики їх розпаду. Встановлено вплив типу кислоти та вмісту емульгатора на фізико-механічні показники бітумних емульсій та характеристики розпаду за трьома методами: індекс розпаду, час (стан) до розпаду, стійкість під час змішування із портландцементом. Проаналізувавши фізико-механічні показники виготовлених емульсій із однаковим вмістом бітуму 60 % та вмістом емульгатора у водній фазі 1,1 %, можна стверджувати, що у бітумній емульсії на сірчаній кислоті більші pH та в’язкість. Якщо ж порівнювати бітумні емульсії з однаковим вмістом емульгатора 1,1 %, але різним вмістом бітуму – 60 % та 61 %, то емульсії із більшим вмістом бітуму характеризуються вищими pH та в’язкістю, хоча pH у водній фазі є однаковим. Порівнюючи емульсії із однаковим вмістом бітуму 62 % та pH у водній фазі 2,3, але різним вмістом емульгатора у водній фазі (від 1,2 до 1,8), pH є майже однаковим, а в’язкість збільшується зі зростанням вмісту емульгатора. Встановлено, що надстабільні бітумні емульсії демонструють хорошу стійкість під час зберігання протягом 180 діб. Отримані результати характеристик розпаду бітумних емульсій свідчать про те, що в емульсій на соляній та сірчаній кислотах менший час до розпаду та вища стійкість під час змішування із портландцементом, ніж в емульсій на ортофосфорній кислоті. Для надстійких бітумних емульсій на ортофосфорній кислоті метод за ДСТУ EN 12848:2020 непридатний через високу реактивність емульсій на ортофосфорній кислоті під час взаємодії із портландцементом.
dc.description.abstractFormulations of road over-stabilized cationic bitumen emulsions with orthophosphoric, sulfuric and hydrochloric acids and cationic emulsifiers for slowly disintegrating emulsions have been designed. The physical and mechanical properties of the manufactured over-stabilized bitumen emulsions and their breaking behavior were determined. It has been established that over-stabilised bitumen emulsions demonstrate good storage stability for 180 days. The obtained results of breaking behavior bitumen emulsions indicate that emulsions based on hydrochloric and sulfuric acid have a shorter fines mixing time and greater mixing stability with cement than emulsions based on orthophosphoric acid. For overstabilized bitumen emulsions on orthophosphoric acid, the method according to DSTU EN 12848: 2020 is not effective, due to the high reactivity of emulsions on orthophosphoric acid during interaction with portland cement.
dc.format.extent42-47
dc.format.pages6
dc.identifier.citationOver-stabilized bitumen emulsions made from emulsifiers for slow-setting emulsions / V. Bidos, I. Sidun, K. Sobol, S. Rybchynskyi // Theory and Building Practice. — Lviv : Lviv Politechnic Publishing House, 2023. — Vol 5. — No 2. — P. 42–47.
dc.identifier.citationenOver-stabilized bitumen emulsions made from emulsifiers for slow-setting emulsions / V. Bidos, I. Sidun, K. Sobol, S. Rybchynskyi // Theory and Building Practice. — Lviv : Lviv Politechnic Publishing House, 2023. — Vol 5. — No 2. — P. 42–47.
dc.identifier.doidoi.org/10.23939/jtbp2023.02.042
dc.identifier.urihttps://ena.lpnu.ua/handle/ntb/62184
dc.language.isoen
dc.publisherВидавництво Львівської політехніки
dc.publisherLviv Politechnic Publishing House
dc.relation.ispartofTheory and Building Practice, 2 (5), 2023
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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.referencesDołżycki, B., Jaskuła, P. (2019). Review and evaluation of cold recycling with bitumen emulsion and cement for rehabilitation of old pavements. Journal of Traffic and Transportation Engineering, 6, 311-323. https://doi.org/10.1016/j.jtte.2019.02.002
dc.relation.referencesPérez, I., & Rodríguez, L., Val, M. (2013). Mechanical properties and behaviour of in situ materials which are stabilised with bitumen emulsion. Road Materials and Pavement Design. 14. 221-238. 10.1080/14680629.2013.779301. https://doi.org/10.1080/14680629.2013.779301
dc.relation.referencesLiu, Z., Huo, J., & Wang, Z. (2020). Investigation on Properties of Cement Bitumen Emulsion Mortars (CBEM) in Consideration of Emulsifier Types. Advances in Materials Science and Engineering, 2020, 1-10. https://doi.org/10.1155/2020/4820938
dc.relation.referencesSidun I., Sobol K., Bidos V., Hunyak O., Protsyk I. (2023). Cationic over-stabilised bitumen emulsion in road construction - review.Theory and Building Practice, 5, 49-55. https://doi.org/10.23939/jtbp2023.01.049
dc.relation.referencesSidun,I.,Vollis,O.,Hidei,V., Bidos,V.(2021). Quick-traffic slurry surfacing mix with orthophosphoric acid. Production Engineering Archives, 27(3), 191-195. https://doi.org/10.30657/pea.2021.27.25
dc.relation.referencesSidun, I., Solodkyy, S., Vollis, O., Gunka, V. (2021). Cohesion of Slurry Surfacing Mix on Bitumens of Different Acid Numbers at Different Curing Temperatures. EcoComfort 2020, LNCE 100, pp.429-435, DOI:10.1007/978-3-030-57340-9_52 https://doi.org/10.1007/978-3-030-57340-9_52
dc.relation.referencesSidun, I., Vollis, O., Bidos, V., Turba, Y. (2023). Versions of Orthophosphoric Acids for Slurry Surfacing Mix. In: Blikharskyy, Z. (eds) Proceedings of EcoComfort 2022. EcoComfort 2022. Lecture Notes in Civil Engineering, vol 290. Springer, Cham. https://doi.org/10.1007/978-3-031-14141-6_40
dc.relation.referencesWang, F., Liu, Y., Hu, Sh. (2013). Effect of early cement hydration on the chemical stability of asphalt emulsion. Construction and Building Materials. 42. 146-151. URL: 10.1016/j.conbuildmat.2013.01.009. https://doi.org/10.1016/j.conbuildmat.2013.01.009
dc.relation.referencesGrilli, A., A Graziani, A., Bocci, M. (2012) Compactability and thermal sensitivity of cement-bitumen-treated materials, Road Materials and Pavement Design, 13:4, 599-617, DOI: 10.1080/14680629.2012.742624 https://doi.org/10.1080/14680629.2012.742624
dc.relation.referencesGrillI, A., Bocci, M., Graziani, A. (2013) Influence of reclaimed asphalt content on the mechanical behaviour of cement-treated mixtures, Road Materials and Pavement Design, 14:3, 666-678, DOI: 10.1080/14680629.2013.794367 https://doi.org/10.1080/14680629.2013.794367
dc.relation.referencesGrillI, A., Cardone, F., Bocci, M. (2018) Mechanical behaviour of cement-bitumen treated materials containing different amounts of reclaimed asphalt, European Journal of Environmental and Civil Engineering, 22:7, 836-851, DOI: 10.1080/19648189.2016.1219972 https://doi.org/10.1080/19648189.2016.1219972
dc.relation.referencesGrilli A., Graziani, A., Bocci E., Bocci M. (2016). Volumetric properties and influence of water content on the compactability of cold recycled mixtures. Materials and Structures, 49 (10), 4349-4362, doi:10.1617/s11527-016-0792-x. https://doi.org/10.1617/s11527-016-0792-x
dc.relation.referencesPasetto, M., Baldo, N. (2020). Cold Recycling with Bitumen Emulsion of Marginal Aggregates for Road Pavements.. Lect. Notes. Civ. Eng., vol. 48, 155-163. 10.1007/978-3-030-29779-4_15 https://doi.org/10.1007/978-3-030-29779-4_15
dc.relation.referencesOuyang, J., Hu, L., Li, H., Han, B. (2018). Effect of cement on the demulsifying behavior of over-stabilized asphalt emulsion during mixing. Construction and Building Materials. 177. 252-260. DOI: 10.1016/j.conbuildmat.2018.05.141. https://doi.org/10.1016/j.conbuildmat.2018.05.141
dc.relation.referencesRomeo, E., Betti, G., Marradi, A., Tebaldi, G. (2018). Effect of active fillers on cracking performance of bitumen-stabilised materials, Road Materials and Pavement Design, 19:7, 1563-1574. DOI: 10.1080/14680629.2017.1325773 https://doi.org/10.1080/14680629.2017.1325773
dc.relation.referencesGodenzoni, C., Graziani, A., Bocci, E., Bocci, M. (2018). 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, 856-877. DOI: 10.1080/14680629.2017.1279073. https://doi.org/10.1080/14680629.2017.1279073
dc.relation.referencesLesueur, D., Potti, J. (2004). Cold mix design: A rational approach based on the current understanding of the breaking of bituminous emulsions, Road Materials and Pavement Design, 5:sup1, 65-87. DOI: 10.1080/14680629. 2004.9689988 https://doi.org/10.1080/14680629.2004.9689988
dc.relation.referencesSalomon, D. (2006). Asphalt emulsion technology, in: Transportation Research Board, Characteristics of Bituminous Materials Committee, Transportation Research Circular E-C102, Washington, DC. URL: https://onlinepubs.trb.org/onlinepubs/circulars/ec102.pdf
dc.relation.referencesenSidun I., Vollis O., Solodkyy S., Gunka V. (2019). Cohesion of Slurry Surfacing Mix with Slow Setting Bitumen Emulsions. In: Blikharskyy Z., Koszelnik P., Mesaros P. (eds) Proceedings of CEE 2019. CEE 2019. Lecture Notes in Civil Engineering, vol 47. Springer, Cham 10.1007/978-3-030-27011-7_53 https://doi.org/10.1007/978-3-030-27011-7_53
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.referencesenDołżycki, B., Jaskuła, P. (2019). Review and evaluation of cold recycling with bitumen emulsion and cement for rehabilitation of old pavements. Journal of Traffic and Transportation Engineering, 6, 311-323. https://doi.org/10.1016/j.jtte.2019.02.002
dc.relation.referencesenPérez, I., & Rodríguez, L., Val, M. (2013). Mechanical properties and behaviour of in situ materials which are stabilised with bitumen emulsion. Road Materials and Pavement Design. 14. 221-238. 10.1080/14680629.2013.779301. https://doi.org/10.1080/14680629.2013.779301
dc.relation.referencesenLiu, Z., Huo, J., & Wang, Z. (2020). Investigation on Properties of Cement Bitumen Emulsion Mortars (CBEM) in Consideration of Emulsifier Types. Advances in Materials Science and Engineering, 2020, 1-10. https://doi.org/10.1155/2020/4820938
dc.relation.referencesenSidun I., Sobol K., Bidos V., Hunyak O., Protsyk I. (2023). Cationic over-stabilised bitumen emulsion in road construction - review.Theory and Building Practice, 5, 49-55. https://doi.org/10.23939/jtbp2023.01.049
dc.relation.referencesenSidun,I.,Vollis,O.,Hidei,V., Bidos,V.(2021). Quick-traffic slurry surfacing mix with orthophosphoric acid. Production Engineering Archives, 27(3), 191-195. https://doi.org/10.30657/pea.2021.27.25
dc.relation.referencesenSidun, I., Solodkyy, S., Vollis, O., Gunka, V. (2021). Cohesion of Slurry Surfacing Mix on Bitumens of Different Acid Numbers at Different Curing Temperatures. EcoComfort 2020, LNCE 100, pp.429-435, DOI:10.1007/978-3-030-57340-9_52 https://doi.org/10.1007/978-3-030-57340-9_52
dc.relation.referencesenSidun, I., Vollis, O., Bidos, V., Turba, Y. (2023). Versions of Orthophosphoric Acids for Slurry Surfacing Mix. In: Blikharskyy, Z. (eds) Proceedings of EcoComfort 2022. EcoComfort 2022. Lecture Notes in Civil Engineering, vol 290. Springer, Cham. https://doi.org/10.1007/978-3-031-14141-6_40
dc.relation.referencesenWang, F., Liu, Y., Hu, Sh. (2013). Effect of early cement hydration on the chemical stability of asphalt emulsion. Construction and Building Materials. 42. 146-151. URL: 10.1016/j.conbuildmat.2013.01.009. https://doi.org/10.1016/j.conbuildmat.2013.01.009
dc.relation.referencesenGrilli, A., A Graziani, A., Bocci, M. (2012) Compactability and thermal sensitivity of cement-bitumen-treated materials, Road Materials and Pavement Design, 13:4, 599-617, DOI: 10.1080/14680629.2012.742624 https://doi.org/10.1080/14680629.2012.742624
dc.relation.referencesenGrillI, A., Bocci, M., Graziani, A. (2013) Influence of reclaimed asphalt content on the mechanical behaviour of cement-treated mixtures, Road Materials and Pavement Design, 14:3, 666-678, DOI: 10.1080/14680629.2013.794367 https://doi.org/10.1080/14680629.2013.794367
dc.relation.referencesenGrillI, A., Cardone, F., Bocci, M. (2018) Mechanical behaviour of cement-bitumen treated materials containing different amounts of reclaimed asphalt, European Journal of Environmental and Civil Engineering, 22:7, 836-851, DOI: 10.1080/19648189.2016.1219972 https://doi.org/10.1080/19648189.2016.1219972
dc.relation.referencesenGrilli A., Graziani, A., Bocci E., Bocci M. (2016). Volumetric properties and influence of water content on the compactability of cold recycled mixtures. Materials and Structures, 49 (10), 4349-4362, doi:10.1617/s11527-016-0792-x. https://doi.org/10.1617/s11527-016-0792-x
dc.relation.referencesenPasetto, M., Baldo, N. (2020). Cold Recycling with Bitumen Emulsion of Marginal Aggregates for Road Pavements.. Lect. Notes. Civ. Eng., vol. 48, 155-163. 10.1007/978-3-030-29779-4_15 https://doi.org/10.1007/978-3-030-29779-4_15
dc.relation.referencesenOuyang, J., Hu, L., Li, H., Han, B. (2018). Effect of cement on the demulsifying behavior of over-stabilized asphalt emulsion during mixing. Construction and Building Materials. 177. 252-260. DOI: 10.1016/j.conbuildmat.2018.05.141. https://doi.org/10.1016/j.conbuildmat.2018.05.141
dc.relation.referencesenRomeo, E., Betti, G., Marradi, A., Tebaldi, G. (2018). Effect of active fillers on cracking performance of bitumen-stabilised materials, Road Materials and Pavement Design, 19:7, 1563-1574. DOI: 10.1080/14680629.2017.1325773 https://doi.org/10.1080/14680629.2017.1325773
dc.relation.referencesenGodenzoni, C., Graziani, A., Bocci, E., Bocci, M. (2018). 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, 856-877. DOI: 10.1080/14680629.2017.1279073. https://doi.org/10.1080/14680629.2017.1279073
dc.relation.referencesenLesueur, D., Potti, J. (2004). Cold mix design: A rational approach based on the current understanding of the breaking of bituminous emulsions, Road Materials and Pavement Design, 5:sup1, 65-87. DOI: 10.1080/14680629. 2004.9689988 https://doi.org/10.1080/14680629.2004.9689988
dc.relation.referencesenSalomon, D. (2006). Asphalt emulsion technology, in: Transportation Research Board, Characteristics of Bituminous Materials Committee, Transportation Research Circular E-P.102, Washington, DC. URL: https://onlinepubs.trb.org/onlinepubs/circulars/ec102.pdf
dc.relation.urihttps://doi.org/10.1007/978-3-030-27011-7_53
dc.relation.urihttps://doi.org/10.1016/j.jtte.2019.02.002
dc.relation.urihttps://doi.org/10.1080/14680629.2013.779301
dc.relation.urihttps://doi.org/10.1155/2020/4820938
dc.relation.urihttps://doi.org/10.23939/jtbp2023.01.049
dc.relation.urihttps://doi.org/10.30657/pea.2021.27.25
dc.relation.urihttps://doi.org/10.1007/978-3-030-57340-9_52
dc.relation.urihttps://doi.org/10.1007/978-3-031-14141-6_40
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2013.01.009
dc.relation.urihttps://doi.org/10.1080/14680629.2012.742624
dc.relation.urihttps://doi.org/10.1080/14680629.2013.794367
dc.relation.urihttps://doi.org/10.1080/19648189.2016.1219972
dc.relation.urihttps://doi.org/10.1617/s11527-016-0792-x
dc.relation.urihttps://doi.org/10.1007/978-3-030-29779-4_15
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2018.05.141
dc.relation.urihttps://doi.org/10.1080/14680629.2017.1325773
dc.relation.urihttps://doi.org/10.1080/14680629.2017.1279073
dc.relation.urihttps://doi.org/10.1080/14680629.2004.9689988
dc.relation.urihttps://onlinepubs.trb.org/onlinepubs/circulars/ec102.pdf
dc.rights.holder© Національний університет “Львівська політехніка”, 2023
dc.rights.holder© Bidos V., Sidun Iu., Sobol Kh., Rybchynskyi S., 2023
dc.subjectбітумні катіонні емульсії
dc.subjectсоляна кислота
dc.subjectортофосфорна кислота
dc.subjectсірчана кислота
dc.subjectхарактеристика розпаду
dc.subjectстійкість під час змішування з портландцементом
dc.subjectcationic bitumen emulsions
dc.subjecthydrochloric acid
dc.subjectorthophosphoric acid
dc.subjectsulfuric acid
dc.subjectbreaking behaviour
dc.subjectmixing stability with cement
dc.titleOver-stabilized bitumen emulsions made from emulsifiers for slow-setting emulsions
dc.title.alternativeНадстабільні бітумні емульсії, виготовлені за допомогою емульгаторів для повільнорозпадних емульсій
dc.typeArticle

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