AbstractAbout AuthorsReferences
Among the possible types of organic binders for the production of organomineral materials for road construction purposes, bitumen emulsions have gained the greatest popularity. Since the binder has the main structure-forming role and the final properties of the material directly depend on it, their regulation sometimes requires modification of the binder films. The most effective way to improve the quality characteristics of composite materials containing organic binder is dispersed reinforcement, which provides for the introduction of a highly dispersed component into the binder. However, bitumen emulsion is a multicomponent thermodynamically unstable material and the use of mineral raw materials in its composition can destroy the emulsion system. In this regard, the presented publication is devoted to the study of the influence of highly dispersed aluminosilicate technogenic raw materials in the form of fly ash on the properties of bitumen emulsions of various classes, which are widely used in road construction. The assessment of the normalized parameters of bitumen emulsions in the presence of mineral modifiers was made, the relationship between the basic characteristics of the initial components and the change in the parameters of the modified compositions was established, the maximum concentrations of the modifiers were determined, allowing to obtain stable compositions.
A.A. BEZRODNYKH, Researcher, (This email address is being protected from spambots. You need JavaScript enabled to view it.),
V.V. STROKOVA, Doctor of Sciences (Engineering), (This email address is being protected from spambots. You need JavaScript enabled to view it.),
I.Yu. MARKOVA, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
D.Yu. POTAPOV, Student, (This email address is being protected from spambots. You need JavaScript enabled to view it.)
V.V. STROKOVA, Doctor of Sciences (Engineering), (This email address is being protected from spambots. You need JavaScript enabled to view it.),
I.Yu. MARKOVA, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
D.Yu. POTAPOV, Student, (This email address is being protected from spambots. You need JavaScript enabled to view it.)
Belgorod State Technological University named after V.G. Shukhov (46, Kostyukova Street, Belgorod, 308012, Russian Federation)
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3. Шахарбаев К.А., Измаилова Г.Г., Сивохина Е.С. Опыт применения шероховатой поверхностной обработки с битумной эмульсией // Вестник Казахской академии транспорта и коммуникаций им. М. Тынышпаева. 2018. № 2 (105). С. 244–251.
3. Shakharbayev K.A., Izmailova G.G., Sivokhina E.S. Experience for the use of rough surface treatment with bitumen emulsion. Vestnik of Kazakh Academy of Transport and Communications named after M. Tynyshpayev. 2018. No. 2 (105), pp. 244–251. (In Russian).
4. Vaitkus A., Gražulytė J., Juknevičiūtė-Žilinskienė L., Andrejevas V. Review of Lithuanian experience in asphalt pavements cold recycling. 10th International Conference on Environmental Engineering, ICEE 2017. Enviro. 2017. 153. DOI: 10.3846/enviro.2017.153
5. Iwański M., Chomicz-Kowalska A. Application of the foamed bitumen and bitumen emulsion to the road base mixes in the deep cold recycling technology. Baltic Journal of Road and Bridge Engineering. Vol. 11 (4), pp. 291–301. DOI: 10.3846/bjrbe.2016.34
6. Балабанов В.Б., Николаенко В.Л. Укатываемый дорожный золасф бетон // Архитектура и строительство России. 2012. № 1. С. 19–24.
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7. Kukielka J., Bankowski W. The experimental study of mineral-cement-emulsion mixtures with rubber powder addition. Construction and building materials. 2019. Vol. 226, pp.759–766. DOI: 10.1016/j.conbuildmat.2019.07.276
8. Траутваин А.И. Анализ влияния качественного состава асфальтобетонной смеси на основные показатели характеристик асфальтобетона в покрытии // Строительные материалы и изделия. 2018. Т. 2. № 1. С. 17–23. https://doi.org/10.34031/2618-7183-2019-2-1-17-23
8. Trautvain A.I. Analysis of the influence of the qualitive composition of the asphalt-concrete mixture on the main performance characteristics of asphalt concrete pavement. Stroitel’nyye materialy i izdeliya. 2019. Vol. 2. No. 1, pp. 17–23. (In Russian).
9. Маркова И.Ю., Строкова В.В., Дмитриева Т.В. Влияние зол-уноса на вязкоупругие характеристики дорожного битума // Строительные материалы. 2015. № 11. С. 28–32.
9. Markova I.Yu., Strokova V.V., Dmitrieva T.V. Influence of fly ashes on the viscoelastic characteristics of the bitumen. Stroitel’nye Materialy [Construction Materials]. 2015. No. 11, pp. 28–32.
10. Лебедев М.С., Чулкова И.Л. Исследование реологических свойств битумных композиций, наполненных золами-уноса различного состава // Вестник Белгородского государственного технологического университета им. В.Г. Шухова. 2016. № 11. С. 45–52.
10. Lebedev M.S., Chulkova I.L. Study of rheological characteristics of bitumen composites with different fly ashes. Vestnik of the Belgorod State Technological University named after V.G. Shukhova. 2016. No. 11, pp. 45–52. (In Russian).
11. Нуштаева А.В., Вилкова Н.Г. Твердые стабилизаторы дисперсных систем: свойства и применение // Фундаментальные исследования. 2014. № 3–1. С. 64–67.
11. Nushtaeva A.V., Vilkova N.G. Solid stabilizers of disperse systems: properties and application. Fundamentalnye Issledovaniya. 2014. No. 3–1, pp. 64–67. (In Russian).
12. Binks B.P., Murakami R. Phase inversion of particle stabilized materials from foams to dry water. Nature Materials. 2006. Vol. 5, pp. 865–869.
13. Horosov T.S., Aveyard R., Clint J., Neumann B. Particle zips vertical emulsion fi lms with particle monolayers at their surfaces. Langmuir. 2005. Vol. 21, pp. 2330–2341.
14. Kaptey G. On the equation of the maximum capillary pressure induced by solid particles to stabilize emulsions and foams and on the emulsion stability diagrams. Colloids and Surfaces A: Physicochemical and Engineering Aspects. 2006. Vol. 282–283, pp. 387–401.
15. Kruglyakov P.M., Nushtaeva A.V. Effect of streching a solid particle stabilized emulsion film on its capillary pressure. Colloid Journal. 2008. Vol. 70. No. 3, pp. 278–273.
16. Kruglyakov P.M, Nushtaeva A.V. Investigation of the influence of capillary pressure on stability of a thing layer emulsion stabilized by solid particles. Colloids and Surfaces A: Physicochemical and Engineering Aspects. 2005. Vol. 263, pp. 330–335.
17. Марков А.Ю., Строкова В.В., Безродных А.А., Степаненко М.А. Свойства топливных зол различных типов как компонентов битумной эмульсии // Строительство и реконструкция. 2020. № 2 (88). С. 67–76.
17. Markov A.Yu., Strokova V.V., Bezrodnykh A.A., Stepanenko M.A. Properties of fuel ashes of various types as components of bitumen emulsion. Stroitel’stvo i rekonstrukciya. 2020. No. 2 (88), pp. 67–76. (In Russian).
18. Markov A.Yu., Strokova V.V., Markova I.Yu., Stepanenko M.A. Physico-chemical properties of fuel ashes as factor of interaction with cationic bitumen emulsion. In book: Innovations and Technologies in Construction, Selected Papers of BUILDINTECH. BIT 2020, pp. 294–300. DOI:10.1007/978-3-030-54652-6_44
19. Петленко С.В., Кошкаров В.Е., Кошкаров М.А. Аналитические исследования свойств анионо- и катионоактивных битумных эмульсий, анализ развития их производства. Актуальные вопросы проектирования автомобильных дорог: Сборник научных трудов ОАО «Гипродорнии». 2012. № 3. С. 83–89.
19. Petlenko S.V., Koshkarov V.Ye., Koshkarov M.A. Analytical researches of properties of anion- and cation-active asphalt emulsions, analysis of their production development. Topical issues of road design. Collection of scientific works of JSC GIPRODORNII. 2012. No. 3, pp. 83–89. (In Russian).
1. Buldakov S.I., Sarafanov K.V. The question of bitumen emulsion in road construction. Topical issues of road design. Collection of scientific works of JSC GIPRODORNII. 2014. No. 5 (64), pp. 72–75. (In Russian).
2. Измаилова Г.Г., Сивохина Е.С., Елшибаев А.О. К вопросу применения битумной эмульсии в составе ресайклированного слоя // Вестник Казахской академии транспорта и коммуникаций им. М. Тынышпаева. 2018. № 2 (105). С. 182–188.
2. Izmailova G.G., Sivokhina E.S., Elshibayev A.O. To the matter of application of bituminous emulsion in content of recycled of layer. Vestnic of Kazakh Academy of Transport and Communications named after M. Tynyshpayev. 2018. No. 2 (105), pp. 182–188.
3. Шахарбаев К.А., Измаилова Г.Г., Сивохина Е.С. Опыт применения шероховатой поверхностной обработки с битумной эмульсией // Вестник Казахской академии транспорта и коммуникаций им. М. Тынышпаева. 2018. № 2 (105). С. 244–251.
3. Shakharbayev K.A., Izmailova G.G., Sivokhina E.S. Experience for the use of rough surface treatment with bitumen emulsion. Vestnik of Kazakh Academy of Transport and Communications named after M. Tynyshpayev. 2018. No. 2 (105), pp. 244–251. (In Russian).
4. Vaitkus A., Gražulytė J., Juknevičiūtė-Žilinskienė L., Andrejevas V. Review of Lithuanian experience in asphalt pavements cold recycling. 10th International Conference on Environmental Engineering, ICEE 2017. Enviro. 2017. 153. DOI: 10.3846/enviro.2017.153
5. Iwański M., Chomicz-Kowalska A. Application of the foamed bitumen and bitumen emulsion to the road base mixes in the deep cold recycling technology. Baltic Journal of Road and Bridge Engineering. Vol. 11 (4), pp. 291–301. DOI: 10.3846/bjrbe.2016.34
6. Балабанов В.Б., Николаенко В.Л. Укатываемый дорожный золасф бетон // Архитектура и строительство России. 2012. № 1. С. 19–24.
6. Nikolaenko V.B., Balabanov V.L. The pavement concrete is compaction by rolling on basis of ash and asphalt. Arkhitektura i stroitel’stvo Rossii. 2012. No. 1, pp. 19–24. (In Russian).
7. Kukielka J., Bankowski W. The experimental study of mineral-cement-emulsion mixtures with rubber powder addition. Construction and building materials. 2019. Vol. 226, pp.759–766. DOI: 10.1016/j.conbuildmat.2019.07.276
8. Траутваин А.И. Анализ влияния качественного состава асфальтобетонной смеси на основные показатели характеристик асфальтобетона в покрытии // Строительные материалы и изделия. 2018. Т. 2. № 1. С. 17–23. https://doi.org/10.34031/2618-7183-2019-2-1-17-23
8. Trautvain A.I. Analysis of the influence of the qualitive composition of the asphalt-concrete mixture on the main performance characteristics of asphalt concrete pavement. Stroitel’nyye materialy i izdeliya. 2019. Vol. 2. No. 1, pp. 17–23. (In Russian).
9. Маркова И.Ю., Строкова В.В., Дмитриева Т.В. Влияние зол-уноса на вязкоупругие характеристики дорожного битума // Строительные материалы. 2015. № 11. С. 28–32.
9. Markova I.Yu., Strokova V.V., Dmitrieva T.V. Influence of fly ashes on the viscoelastic characteristics of the bitumen. Stroitel’nye Materialy [Construction Materials]. 2015. No. 11, pp. 28–32.
10. Лебедев М.С., Чулкова И.Л. Исследование реологических свойств битумных композиций, наполненных золами-уноса различного состава // Вестник Белгородского государственного технологического университета им. В.Г. Шухова. 2016. № 11. С. 45–52.
10. Lebedev M.S., Chulkova I.L. Study of rheological characteristics of bitumen composites with different fly ashes. Vestnik of the Belgorod State Technological University named after V.G. Shukhova. 2016. No. 11, pp. 45–52. (In Russian).
11. Нуштаева А.В., Вилкова Н.Г. Твердые стабилизаторы дисперсных систем: свойства и применение // Фундаментальные исследования. 2014. № 3–1. С. 64–67.
11. Nushtaeva A.V., Vilkova N.G. Solid stabilizers of disperse systems: properties and application. Fundamentalnye Issledovaniya. 2014. No. 3–1, pp. 64–67. (In Russian).
12. Binks B.P., Murakami R. Phase inversion of particle stabilized materials from foams to dry water. Nature Materials. 2006. Vol. 5, pp. 865–869.
13. Horosov T.S., Aveyard R., Clint J., Neumann B. Particle zips vertical emulsion fi lms with particle monolayers at their surfaces. Langmuir. 2005. Vol. 21, pp. 2330–2341.
14. Kaptey G. On the equation of the maximum capillary pressure induced by solid particles to stabilize emulsions and foams and on the emulsion stability diagrams. Colloids and Surfaces A: Physicochemical and Engineering Aspects. 2006. Vol. 282–283, pp. 387–401.
15. Kruglyakov P.M., Nushtaeva A.V. Effect of streching a solid particle stabilized emulsion film on its capillary pressure. Colloid Journal. 2008. Vol. 70. No. 3, pp. 278–273.
16. Kruglyakov P.M, Nushtaeva A.V. Investigation of the influence of capillary pressure on stability of a thing layer emulsion stabilized by solid particles. Colloids and Surfaces A: Physicochemical and Engineering Aspects. 2005. Vol. 263, pp. 330–335.
17. Марков А.Ю., Строкова В.В., Безродных А.А., Степаненко М.А. Свойства топливных зол различных типов как компонентов битумной эмульсии // Строительство и реконструкция. 2020. № 2 (88). С. 67–76.
17. Markov A.Yu., Strokova V.V., Bezrodnykh A.A., Stepanenko M.A. Properties of fuel ashes of various types as components of bitumen emulsion. Stroitel’stvo i rekonstrukciya. 2020. No. 2 (88), pp. 67–76. (In Russian).
18. Markov A.Yu., Strokova V.V., Markova I.Yu., Stepanenko M.A. Physico-chemical properties of fuel ashes as factor of interaction with cationic bitumen emulsion. In book: Innovations and Technologies in Construction, Selected Papers of BUILDINTECH. BIT 2020, pp. 294–300. DOI:10.1007/978-3-030-54652-6_44
19. Петленко С.В., Кошкаров В.Е., Кошкаров М.А. Аналитические исследования свойств анионо- и катионоактивных битумных эмульсий, анализ развития их производства. Актуальные вопросы проектирования автомобильных дорог: Сборник научных трудов ОАО «Гипродорнии». 2012. № 3. С. 83–89.
19. Petlenko S.V., Koshkarov V.Ye., Koshkarov M.A. Analytical researches of properties of anion- and cation-active asphalt emulsions, analysis of their production development. Topical issues of road design. Collection of scientific works of JSC GIPRODORNII. 2012. No. 3, pp. 83–89. (In Russian).
For citation: Bezrodnykh A.A., Strokova V.V., Markova I.Yu., Potapov D.Yu. Bitumen emulsions for road construction purposes, modified by fly ash. Stroitel’nye Materialy [Construction Materials]. 2021. No. 11, pp. 59–66. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2021-797-11-59-66