Hydrochloric and Orthophosphoric Acids Use in the Quick-Traffic Slurry Surfacing Mix

dc.citation.epage385
dc.citation.issue3
dc.citation.spage380
dc.contributor.affiliationLviv Polytechnic National University
dc.contributor.affiliationPrivate Enterprise “Laboratory WestRoadServices”
dc.contributor.affiliationO. M. Beketov National University of Urban Economy in Kharkiv
dc.contributor.authorSidun, Iurii
dc.contributor.authorVollis, Oleksiy
dc.contributor.authorGunka, Volodymyr
dc.contributor.authorIvasenko, Viktoriia
dc.coverage.placenameЛьвів
dc.coverage.placenameLviv
dc.date.accessioned2024-01-09T08:54:33Z
dc.date.available2024-01-09T08:54:33Z
dc.date.created2020-03-16
dc.date.issued2020-03-16
dc.description.abstractРозроблено та виготовлено шість складів повільнорозкладних бітумних емульсій для литих емульсійно-мінеральних сумішей (ЛЕМС). Визначено та підібрано зернові склади кам’яного матеріалу для ЛЕМС типу 1 (0-5 мм) та типу 3 (0-15 мм). Проведено підбір складу ЛЕМС за критеріями розкладу суміші, швидкості набору когезійної міцності та втрати матеріалу за вологого абразивного зносу на основі бітумних емульсій з використанням дистиляційних та окиснених бітумів, різного роду емульгаторів та хлорної та ортофосфатної кислот. Доведено переваги використання ЛЕМС з ортофосфатною кислотою та емульгатором Redicote C-320Е. Показано, що така система приводить до мінімуму або виключає використання в її складі регулятора розкладу суміші і зменшує вміст портландцементу. Використання такої системи дає можливість виготовляти ЛЕМС на основі низькокислотного окисненого бітуму, виготовленого з легкої нафти та реактивного кам’яного матеріалу за критерієм загальної поверхневої активності, визначеної за показником метилену синього, з високими темпами твердіння суміші, а відповідно, і швидким пуском транспорту по влаштованому тонкошаровому покритті. Встановлено, що показники вологого абразивного зносу покриття цієї системи є значно нижчими показників традиційної системи на основі окисненого бітуму та нижчими навіть в порівняні з системою на основі дистиляційного бітуму.
dc.description.abstractThis article is devoted to development and production (on a lab emulsion plant) of six compositions of slow-setting bitumen emulsions for a slurry-surfacing mix. An aggregate composition for Type 1 (0–5 mm) and Type 3 (0–15 mm) slurry-surfacing mixes was determined and selected. Results of the slurry surfacing mix composition selected by the criteria of a mixture decay, cohesion strength build-up rate and material loss by wet track abrasion testing – on the basis of bitumen emulsions produced from both distilled and oxidized bitumen, using various emulsifiers and both hydrochloric and orthophosphoric acids, are presented in the article. Advantages of using slurry-surfacing mixes based on emulsion produced with orthophosphoric acid and Redicote C-320Е emulsifier were proved. Such a system either minimizes or eliminates in its composition the use of the mixture decomposition regulator and reduces the content of Portland cement. The application of such a system makes it possible to produce slurry surfacing mix on the basis of low acid oxidized bitumen made from light petroleum and rock material through the criterion of the total surface activity determined by methylene blue with high rates of mix curing, and consequently the transport rapid start on the arranged thinlayer coating. Besides, the wet track abrasion indices of this system are substantially lower than in traditional system on oxidized bitumen, and even lower in comparison with the system on distilled bitumen.
dc.format.extent380-385
dc.format.pages6
dc.identifier.citationHydrochloric and Orthophosphoric Acids Use in the Quick-Traffic Slurry Surfacing Mix / Iurii Sidun, Oleksiy Vollis, Volodymyr Gunka, Viktoriia Ivasenko // Chemistry & Chemical Technology. — Lviv : Lviv Politechnic Publishing House, 2020. — Vol 14. — No 3. — P. 380–385.
dc.identifier.citationenHydrochloric and Orthophosphoric Acids Use in the Quick-Traffic Slurry Surfacing Mix / Iurii Sidun, Oleksiy Vollis, Volodymyr Gunka, Viktoriia Ivasenko // Chemistry & Chemical Technology. — Lviv : Lviv Politechnic Publishing House, 2020. — Vol 14. — No 3. — P. 380–385.
dc.identifier.doidoi.org/10.23939/chcht14.03.380
dc.identifier.urihttps://ena.lpnu.ua/handle/ntb/60669
dc.language.isoen
dc.publisherВидавництво Львівської політехніки
dc.publisherLviv Politechnic Publishing House
dc.relation.ispartofChemistry & Chemical Technology, 3 (14), 2020
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dc.relation.references[23] EN 12591:2009. Bitumen and bituminous binders. Specifications for paving grade bitumens.
dc.relation.references[24] ASTM D664. Standard test method for acid number of petroleum products by potentiometric titration.
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dc.relation.references[27] ISSA A105. Recommended Performance Guideline For Emulsified Asphalt Slurry Seal A105, 2010.
dc.relation.references[28] ISSA A143. Recommended Performance Guideline For Micro Surfacing, 2010.
dc.relation.references[29] ISSA TB 100. Laboratory Test Method for Wet Track Abrasion of Slurry Surfacing Systems, 2018
dc.relation.references[30] ISSA TB 139. Test Method to Determine Set and Cure Development of Slurry Surfacing Systems byCohesion Tester, 2017
dc.relation.references[31] Sidun I.: PhD thesis, Lviv Polytechnic National University, Lviv 2017.
dc.relation.referencesen[1] Solomentsev A., Zhdanyuk V., Malyar V., Krut’ V., Khim. Technol. Topliv i Masel, 1999, 35, 285.
dc.relation.referencesen[2] Sobol K., Blikharskyy Z., Petrovska N., Terlyha V., Chem. Chem. Technol., 2014, 8, 461. https://doi.org/10.23939/chcht08.04.461
dc.relation.referencesen[3] Solodkyy S., Kahanov V., Hornikovska I., Turba Y., East. Eur. J. Enterpr. Technol., 2015, 4, 40.
dc.relation.referencesen[4] Solodkyy S., Markiv T., Sobol K., Hunyak O., MATEC Web of Conferences, Transbud, 2017, 116. https://doi.org/10.1051/matecconf/201711601016
dc.relation.referencesen[5] Broughton B., Lee S.-J., Kim Y.-J., Int. ScholarlyRes. Not., 2012, 2012. https://doi.org/10.5402/2012/279643
dc.relation.referencesen[6] Kelvin Z., Mukendi K. Kalambayi. Civil Eng. J., 2018, 4, 2242. https://doi.org/10.28991/cej-03091154
dc.relation.referencesen[7] Pyshyev S., Grytsenko Y., Solodkyy S. et al., Chem. Chem. Technol., 2015, 9, 359. https://doi.org/10.23939/chcht09.03.359
dc.relation.referencesen[8] Zhi Kh., Wang W., Tsai Y.:J. Central South Univ., 2012, 19, 2394.
dc.relation.referencesen[9] Nebrada Rodrigo F., Santos J., Carreteras, 2005, 139, 78.
dc.relation.referencesen[10] Pyshyev S., Gunka V., Grytsenko Y., Bratychak M. : Chem. Chem. Technol., 2016, 10, 631. https://doi.org/10.23939/chcht10.04si.631
dc.relation.referencesen[11] Pyshyev S., Gunka V., Grytsenko Y. et al., Int. J. Pavement Res. Technol., 2017, 10, 289. https://doi.org/10.1016/j.ijprt.2017.05.001
dc.relation.referencesen[12] Demchuk Y., Sidun I., Gunka V. et al., Chem. Chem. Technol., 2018, 12, 456. https://doi.org/10.23939/chcht12.04.456
dc.relation.referencesen[13] Nykypanchuk M., Hrynchuk Y., Olchovyk M., Chem. Chem. Technol., 2013, 7, 467. https://doi.org/10.23939/chcht07.04.467
dc.relation.referencesen[14] Zolotarev V., Pyrig Y., Galkin A., Road Mater. Pavement Design, 2020, 21, 1399. https://doi.org/10.1080/14680629.2018.1551149 2020
dc.relation.referencesen[15] Takamura K., James A., Paving with Asphalt Emulsions [in:] Huang S.-C., Benedetto H. (Eds.), Advanced Asphalt Materials: Road and Pavement Construction, Woodhead Publishing 2015, 393-426. https://doi.org/10.1016/B978-0-08-100269-8.00013-1
dc.relation.referencesen[16] Furlong S., James A., Kalinowski E., Thompson M., Colloid Surface A, 1999, 152, 147. https://doi.org/10.1016/S0927-7757(98)00628-1
dc.relation.referencesen[17]James A., 2nd Asphalt Technology Conference of the Americas, 1999. https://doi.org/10.1016/S1350-4789(99)90389-6
dc.relation.referencesen[18] AkzoNobel Surface Chemistry: Information Bulletin of Department "Additives for road construction", 2012, 83, 13.
dc.relation.referencesen[19] AkzoNobel Surface Chemistry: Information Bulletin of Department "Additives for road construction", 2009, 80, 9.
dc.relation.referencesen[20] AkzoNobel Surface Chemistry: Information Bulletin of Department "Additives for road construction", 2013, 84, 6.
dc.relation.referencesen[21] Solodkyy S., Vollis O., Sidun Iu., Theory and Building Practice, 2015, 823, 293.
dc.relation.referencesen[22] Sidun Iu., Solodkyy S., Vollis O. et al.:JTBP, 2020, 1, 88. https://doi.org/10.23939/jtbp2020.01.088
dc.relation.referencesen[23] EN 12591:2009. Bitumen and bituminous binders. Specifications for paving grade bitumens.
dc.relation.referencesen[24] ASTM D664. Standard test method for acid number of petroleum products by potentiometric titration.
dc.relation.referencesen[25] Didier L., Juan J., Road Mater. Pavement Design, 2004, 5, 65. https://doi.org/10.1080/14680629.2004.9689988
dc.relation.referencesen[26] Hou S., Chen C., Zhang J. et al: Construct. Build. Mater., 2018, 191, 1221. https://doi.org/10.1016/j.conbuildmat.2018.10.091
dc.relation.referencesen[27] ISSA A105. Recommended Performance Guideline For Emulsified Asphalt Slurry Seal A105, 2010.
dc.relation.referencesen[28] ISSA A143. Recommended Performance Guideline For Micro Surfacing, 2010.
dc.relation.referencesen[29] ISSA TB 100. Laboratory Test Method for Wet Track Abrasion of Slurry Surfacing Systems, 2018
dc.relation.referencesen[30] ISSA TB 139. Test Method to Determine Set and Cure Development of Slurry Surfacing Systems byCohesion Tester, 2017
dc.relation.referencesen[31] Sidun I., PhD thesis, Lviv Polytechnic National University, Lviv 2017.
dc.relation.urihttps://doi.org/10.23939/chcht08.04.461
dc.relation.urihttps://doi.org/10.1051/matecconf/201711601016
dc.relation.urihttps://doi.org/10.5402/2012/279643
dc.relation.urihttps://doi.org/10.28991/cej-03091154
dc.relation.urihttps://doi.org/10.23939/chcht09.03.359
dc.relation.urihttps://doi.org/10.23939/chcht10.04si.631
dc.relation.urihttps://doi.org/10.1016/j.ijprt.2017.05.001
dc.relation.urihttps://doi.org/10.23939/chcht12.04.456
dc.relation.urihttps://doi.org/10.23939/chcht07.04.467
dc.relation.urihttps://doi.org/10.1080/14680629.2018.1551149
dc.relation.urihttps://doi.org/10.1016/B978-0-08-100269-8.00013-1
dc.relation.urihttps://doi.org/10.1016/S0927-7757(98)00628-1
dc.relation.urihttps://doi.org/10.1016/S1350-4789(99)90389-6
dc.relation.urihttps://doi.org/10.23939/jtbp2020.01.088
dc.relation.urihttps://doi.org/10.1080/14680629.2004.9689988
dc.relation.urihttps://doi.org/10.1016/j.conbuildmat.2018.10.091
dc.rights.holder© Національний університет “Львівська політехніка”, 2020
dc.rights.holder© Sidun I., Vollis O., Gunka V., Ivasenko V., 2020
dc.subjectлита емульсійно-мінеральна суміш
dc.subjectкогезійна міцність
dc.subjectбітумна емульсія
dc.subjectкислота
dc.subjectslurry-surfacing mix
dc.subjectcohesive strength
dc.subjectbitumen emulsion
dc.subjectacid
dc.titleHydrochloric and Orthophosphoric Acids Use in the Quick-Traffic Slurry Surfacing Mix
dc.title.alternativeВикористання хлорної та ортофосфатної кислоти для швидкотверднучих литих емульсійно-мінеральних сумішей
dc.typeArticle

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