Cationic over-stabilised bitumen emulsion in road construction: review

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dc.citation.epage55
dc.citation.issue1
dc.citation.spage49
dc.contributor.affiliationНаціональний університет “Львівська політехніка”
dc.contributor.affiliationLviv Polytechnic National University
dc.contributor.authorСідун, Ю. В.
dc.contributor.authorСоболь, Х. С.
dc.contributor.authorБідось, В. М.
dc.contributor.authorГуняк, О. М.
dc.contributor.authorПроцик, І. М.
dc.contributor.authorSidun, I.
dc.contributor.authorSobol, K.
dc.contributor.authorBidos, V.
dc.contributor.authorHunyak, O.
dc.contributor.authorProtsyk, I.
dc.coverage.placenameЛьвів
dc.coverage.placenameLviv
dc.date.accessioned2024-05-23T07:59:34Z
dc.date.available2024-05-23T07:59:34Z
dc.date.created2023-02-28
dc.date.issued2023-02-28
dc.description.abstractОписано класифікацію катіонних бітумних емульсій за “реактивністю” та характеристиками розпаду. Наведено методи досліджень характеристик розпаду для бітумних емульсій різної “реактивності” відповідно до європейського та українського нормативних документів. Приведено доступні емульгатори в Україні для надстійких бітумних емульсій з описом дорожньої технології, де вони можуть бути застосовані. Виділено два типи можливих емульгаторів для надстійких бітумних емульсій: суперстабільні емульгатори та повільно розпадні. Проведено літературний огляд використання надстійких бітумних катіонних емульсій у технологіях стабілізації грунтів, укріплення матеріалів основи емульсією, технологія “холодного ресайклінгу”. Оглянуто закономірності взаємодії надстійкої бітумної емульсії із тонкодисперсними мінеральними в’яжучим та наповнювачами, встановлено, що таким емульсіям притаманний найдовший з-поміж інших класів емульсій час розпаду і найповільніша швидкість розпаду. Надстійкі бітумні емульсії дають змогу протягом відносно довгого часу змішуватись з мінеральними матеріалами і створювати з ними однорідні суміші, рівномірно вкриваючи їх зерна. Загалом виявлено достатньо інформації з відкритих джерел щодо надстійких бітумних емульсій для дорожніх технологій, проте деякі науковці ототожнюють їх із бітумними емульсіями повільного розпаду. Інші у своїх статтях не згадують клас використаної емульсії згідно з нормативними документами. Натомість вони окреслюють безпосередні функції, що виконує емульсія як складник певної суміші, чи вказують на роль емульсії в певному технологічному процесі влаштування шарів дорожньої конструкції. Як наслідок, через застосування тієї чи іншої бітумної катіонної емульсії в певній технології, ми можемо опосередковано дізнатись її реактивність, а після цього припустити, чи вона належить до надстійких
dc.description.abstractThis article describes the classification of cationic bitumen emulsions according to “reactivity” and breaking behaviour characteristics. The methods of researching the characteristics of breaking behaviour for bitumen emulsions of different “reactivity” in accordance with European and Ukrainian regulatory documents are presented. Available possible emulsifiers in Ukraine for over-stabilised bitumen emulsions are given with a description of road technology where they can be applied. The experience of using over-stabilised bitumen cationic emulsions in road construction is characterized. Namely, a literature review of the use of over-stabilised bitumen cationic emulsions in soil stabilization technologies, strengthening of base course materials with emulsion, and “cold recycling” technology was carried out. The regularities of the interaction of over-stabilised bitumen emulsion with finely dispersed mineral binders and fillers are reviewed.
dc.format.extent49-55
dc.format.pages7
dc.identifier.citationCationic over-stabilised bitumen emulsion in road construction: review / I. Sidun, K. Sobol, V. Bidos, O. Hunyak, I. Protsyk // Theory and Building Practice. — Lviv : Lviv Politechnic Publishing House, 2023. — Vol 5. — No 1. — P. 49–55.
dc.identifier.citationenCationic over-stabilised bitumen emulsion in road construction: review / I. Sidun, K. Sobol, V. Bidos, O. Hunyak, I. Protsyk // Theory and Building Practice. — Lviv : Lviv Politechnic Publishing House, 2023. — Vol 5. — No 1. — P. 49–55.
dc.identifier.doidoi.org/10.23939/jtbp2023.01.049
dc.identifier.urihttps://ena.lpnu.ua/handle/ntb/62077
dc.language.isoen
dc.publisherВидавництво Львівської політехніки
dc.publisherLviv Politechnic Publishing House
dc.relation.ispartofTheory and Building Practice, 1 (5), 2023
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, I., Solodkyy, S., Vollis, O., Gunka, V., Pyryk, R., & Shits, I. (2020). Orto-phosphoric acid as an alternative to hydrochloric acid - for cationic bitumen road emulsions. Review. Theory and Building Practice. 2(1), 88-93. https://doi.org/10.23939/jtbp2020.01.088
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.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.referencesSidun, I., Bidos, V., Vollis, O., Stanchak, S., Hunka, V. (2022) Over-stabilised cationic bitumen emulsions - a new type of emulsions for Ukraine. Advance in Petroleum and Gas Industry and Petrochemistry, APGIP-11, Lviv, http://apgip.lviv.ua/wp-content/uploads/2022/05/apgip-11-abstracts.pdf
dc.relation.referenceshttps://doi.org/10.23939/jtbp2022.01.027
dc.relation.referenceshttps://www.nouryon.com
dc.relation.referenceshttps://aron.ua/
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. 10.1016/j.conbuildmat.2018.05.141. https://doi.org/10.1016/j.conbuildmat.2018.05.141
dc.relation.referencesBaldo, N. et al (2021) IOP Conf. Ser.: Mater. Sci. Eng. 1203 022111 DOI 10.1088/1757-899X/1203/2/022111 https://doi.org/10.1088/1757-899X/1203/2/022111
dc.relation.referencesVollis, O., Sidun, I. (2017). Ultra-resistant emulsifier for cationic bitumen emulsions. Bulletin of the Kharkiv National Automobile and Road University, 79, 62-65. http://nbuv.gov.ua/UJRN/vhad_2017_79_13.
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.referencesGarilli, E., Autelitano, F., & Giuliani, F. (2019). Use of bending beam rheometer test for rheological analysis of asphalt emulsion-cement mastics in cold in-place recycling. Construction and Building Materials. 222. 484-492. 10.1016/j.conbuildmat.2019.06.141. https://doi.org/10.1016/j.conbuildmat.2019.06.141
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.referencesTeja, K. (2011). Improvement of silty soil as subgrade material by stabilizing with bituminous emulsion, Int. J. Engg. Res. Indu. Appls. 8(III), ISSN 0974-1518.
dc.relation.referencesSalomon, D. (2006) Asphalt emulsion technology, in: Transportation Research Board, Characteristics of Bituminous Materials Committee, Transportation Research Circular E-C102, Washington, DC. https://onlinepubs.trb.org/onlinepubs/circulars/ec102.pdf
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. 10.1016/j.conbuildmat.2013.01.009. https://doi.org/10.1016/j.conbuildmat.2013.01.009
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.referencesCheng-Tsung, L., Ming-Feng, K., Der-Hsien, Sh. (2009). Composition and reaction mechanism of cement-asphalt mastic, Construction and Building Materials, 23(7), 2580-2585, ISSN 0950-0618, https://doi.org/10.1016/j.conbuildmat.2009.02.014
dc.relation.referencesSeyed Morteza, M., Safapour, P. (2009). Base Course Modification through Stabilization using Cement and Bitumen. American Journal of Applied Sciences. 6. 10.3844/ajas.2009.30.42. https://doi.org/10.3844/ajas.2009.30.42
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, I., Solodkyy, S., Vollis, O., Gunka, V., Pyryk, R., & Shits, I. (2020). Orto-phosphoric acid as an alternative to hydrochloric acid - for cationic bitumen road emulsions. Review. Theory and Building Practice. 2(1), 88-93. https://doi.org/10.23939/jtbp2020.01.088
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.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.referencesenSidun, I., Bidos, V., Vollis, O., Stanchak, S., Hunka, V. (2022) Over-stabilised cationic bitumen emulsions - a new type of emulsions for Ukraine. Advance in Petroleum and Gas Industry and Petrochemistry, APGIP-11, Lviv, http://apgip.lviv.ua/wp-content/uploads/2022/05/apgip-11-abstracts.pdf
dc.relation.referencesenhttps://doi.org/10.23939/jtbp2022.01.027
dc.relation.referencesenhttps://www.nouryon.com
dc.relation.referencesenhttps://aron.ua/
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. 10.1016/j.conbuildmat.2018.05.141. https://doi.org/10.1016/j.conbuildmat.2018.05.141
dc.relation.referencesenBaldo, N. et al (2021) IOP Conf. Ser., Mater. Sci. Eng. 1203 022111 DOI 10.1088/1757-899X/1203/2/022111 https://doi.org/10.1088/1757-899X/1203/2/022111
dc.relation.referencesenVollis, O., Sidun, I. (2017). Ultra-resistant emulsifier for cationic bitumen emulsions. Bulletin of the Kharkiv National Automobile and Road University, 79, 62-65. http://nbuv.gov.ua/UJRN/vhad_2017_79_13.
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.referencesenGarilli, E., Autelitano, F., & Giuliani, F. (2019). Use of bending beam rheometer test for rheological analysis of asphalt emulsion-cement mastics in cold in-place recycling. Construction and Building Materials. 222. 484-492. 10.1016/j.conbuildmat.2019.06.141. https://doi.org/10.1016/j.conbuildmat.2019.06.141
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.referencesenTeja, K. (2011). Improvement of silty soil as subgrade material by stabilizing with bituminous emulsion, Int. J. Engg. Res. Indu. Appls. 8(III), ISSN 0974-1518.
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. https://onlinepubs.trb.org/onlinepubs/circulars/ec102.pdf
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. 10.1016/j.conbuildmat.2013.01.009. https://doi.org/10.1016/j.conbuildmat.2013.01.009
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.referencesenCheng-Tsung, L., Ming-Feng, K., Der-Hsien, Sh. (2009). Composition and reaction mechanism of cement-asphalt mastic, Construction and Building Materials, 23(7), 2580-2585, ISSN 0950-0618, https://doi.org/10.1016/j.conbuildmat.2009.02.014
dc.relation.referencesenSeyed Morteza, M., Safapour, P. (2009). Base Course Modification through Stabilization using Cement and Bitumen. American Journal of Applied Sciences. 6. 10.3844/ajas.2009.30.42. https://doi.org/10.3844/ajas.2009.30.42
dc.relation.urihttps://doi.org/10.23939/jtbp2020.01.088
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/10.1080/14680629.2012.742624
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.urihttp://apgip.lviv.ua/wp-content/uploads/2022/05/apgip-11-abstracts.pdf
dc.relation.urihttps://doi.org/10.23939/jtbp2022.01.027
dc.relation.urihttps://www.nouryon.com
dc.relation.urihttps://aron.ua/
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2018.05.141
dc.relation.urihttps://doi.org/10.1088/1757-899X/1203/2/022111
dc.relation.urihttp://nbuv.gov.ua/UJRN/vhad_2017_79_13
dc.relation.urihttps://doi.org/10.1080/14680629.2017.1325773
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2019.06.141
dc.relation.urihttps://doi.org/10.1080/14680629.2017.1279073
dc.relation.urihttps://onlinepubs.trb.org/onlinepubs/circulars/ec102.pdf
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2013.01.009
dc.relation.urihttps://doi.org/10.1080/14680629.2004.9689988
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2009.02.014
dc.relation.urihttps://doi.org/10.3844/ajas.2009.30.42
dc.rights.holder© Національний університет “Львівська політехніка”, 2023
dc.rights.holder© Sidun Iu., Sobol Kh., Bidos V., Hunyak O., Protsyk I., 2023
dc.subjectбітумні емульсії швидкого
dc.subjectсереднього
dc.subjectповільного розпаду
dc.subjectнадстійка катіонна бітумна емульсія
dc.subjectстабілізація грунтів
dc.subjectматеріали основи
dc.subjectтехнологія “холодного ресайклінгу”
dc.subjectпортландцемент
dc.subjectrapid-
dc.subjectmedium-
dc.subjectslow-setting bitumen emulsion
dc.subjectover-stabilised bitumen emulsion
dc.subjectsoil stabilization
dc.subjectbase course materials
dc.subject“cold recycling” technology
dc.subjectPortland cement
dc.titleCationic over-stabilised bitumen emulsion in road construction: review
dc.title.alternativeКатіонні надстійкі бітумні емульсії в дорожньому будівництві: огляд
dc.typeArticle

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Theory and Building Practice. – 2023. – Vol. 5, No. 1