Hydrochloric and Orthophosphoric Acids Use in the Quick-Traffic Slurry Surfacing Mix
dc.citation.epage | 385 | |
dc.citation.issue | 3 | |
dc.citation.spage | 380 | |
dc.contributor.affiliation | Lviv Polytechnic National University | |
dc.contributor.affiliation | Private Enterprise “Laboratory WestRoadServices” | |
dc.contributor.affiliation | O. M. Beketov National University of Urban Economy in Kharkiv | |
dc.contributor.author | Sidun, Iurii | |
dc.contributor.author | Vollis, Oleksiy | |
dc.contributor.author | Gunka, Volodymyr | |
dc.contributor.author | Ivasenko, Viktoriia | |
dc.coverage.placename | Львів | |
dc.coverage.placename | Lviv | |
dc.date.accessioned | 2024-01-09T08:54:33Z | |
dc.date.available | 2024-01-09T08:54:33Z | |
dc.date.created | 2020-03-16 | |
dc.date.issued | 2020-03-16 | |
dc.description.abstract | Розроблено 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.abstract | This 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.extent | 380-385 | |
dc.format.pages | 6 | |
dc.identifier.citation | Hydrochloric 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.citationen | Hydrochloric 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.doi | doi.org/10.23939/chcht14.03.380 | |
dc.identifier.uri | https://ena.lpnu.ua/handle/ntb/60669 | |
dc.language.iso | en | |
dc.publisher | Видавництво Львівської політехніки | |
dc.publisher | Lviv Politechnic Publishing House | |
dc.relation.ispartof | Chemistry & Chemical Technology, 3 (14), 2020 | |
dc.relation.references | [1] Solomentsev A., Zhdanyuk V., Malyar V., Krut’ V.: Khim. Technol. Topliv i Masel, 1999, 35, 285. | |
dc.relation.references | [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.references | [3] Solodkyy S., Kahanov V., Hornikovska I., Turba Y.: East. Eur. J. Enterpr. Technol., 2015, 4, 40. | |
dc.relation.references | [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.references | [5] Broughton B., Lee S.-J., Kim Y.-J.: Int. ScholarlyRes. Not., 2012, 2012. https://doi.org/10.5402/2012/279643 | |
dc.relation.references | [6] Kelvin Z., Mukendi K. Kalambayi. Civil Eng. J., 2018, 4, 2242. https://doi.org/10.28991/cej-03091154 | |
dc.relation.references | [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.references | [8] Zhi Х., Wang W., Tsai Y.:J. Central South Univ., 2012, 19, 2394. | |
dc.relation.references | [9] Nebrada Rodrigo F., Santos J.: Carreteras, 2005, 139, 78. | |
dc.relation.references | [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.references | [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.references | [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.references | [13] Nykypanchuk M., Hrynchuk Y., Olchovyk M.: Chem. Chem. Technol., 2013, 7, 467. https://doi.org/10.23939/chcht07.04.467 | |
dc.relation.references | [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.references | [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.references | [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.references | [17]James A.: 2nd Asphalt Technology Conference of the Americas, 1999. https://doi.org/10.1016/S1350-4789(99)90389-6 | |
dc.relation.references | [18] AkzoNobel Surface Chemistry: Information Bulletin of Department «Additives for road construction», 2012, 83, 13. | |
dc.relation.references | [19] AkzoNobel Surface Chemistry: Information Bulletin of Department «Additives for road construction», 2009, 80, 9. | |
dc.relation.references | [20] AkzoNobel Surface Chemistry: Information Bulletin of Department «Additives for road construction», 2013, 84, 6. | |
dc.relation.references | [21] Solodkyy S., Vollis O., Sidun Iu.: Theory and Building Practice, 2015, 823, 293. | |
dc.relation.references | [22] Sidun Iu., Solodkyy S., Vollis O. et al.:JTBP, 2020, 1, 88. https://doi.org/10.23939/jtbp2020.01.088 | |
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. | |
dc.relation.references | [25] Didier L., Juan J.: Road Mater. Pavement Design, 2004, 5, 65. https://doi.org/10.1080/14680629.2004.9689988 | |
dc.relation.references | [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.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.uri | https://doi.org/10.23939/chcht08.04.461 | |
dc.relation.uri | https://doi.org/10.1051/matecconf/201711601016 | |
dc.relation.uri | https://doi.org/10.5402/2012/279643 | |
dc.relation.uri | https://doi.org/10.28991/cej-03091154 | |
dc.relation.uri | https://doi.org/10.23939/chcht09.03.359 | |
dc.relation.uri | https://doi.org/10.23939/chcht10.04si.631 | |
dc.relation.uri | https://doi.org/10.1016/j.ijprt.2017.05.001 | |
dc.relation.uri | https://doi.org/10.23939/chcht12.04.456 | |
dc.relation.uri | https://doi.org/10.23939/chcht07.04.467 | |
dc.relation.uri | https://doi.org/10.1080/14680629.2018.1551149 | |
dc.relation.uri | https://doi.org/10.1016/B978-0-08-100269-8.00013-1 | |
dc.relation.uri | https://doi.org/10.1016/S0927-7757(98)00628-1 | |
dc.relation.uri | https://doi.org/10.1016/S1350-4789(99)90389-6 | |
dc.relation.uri | https://doi.org/10.23939/jtbp2020.01.088 | |
dc.relation.uri | https://doi.org/10.1080/14680629.2004.9689988 | |
dc.relation.uri | https://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.subject | лита емульсійно-мінеральна суміш | |
dc.subject | когезійна міцність | |
dc.subject | бітумна емульсія | |
dc.subject | кислота | |
dc.subject | slurry-surfacing mix | |
dc.subject | cohesive strength | |
dc.subject | bitumen emulsion | |
dc.subject | acid | |
dc.title | Hydrochloric and Orthophosphoric Acids Use in the Quick-Traffic Slurry Surfacing Mix | |
dc.title.alternative | Використання хлорної та ортофосфатної кислоти для швидкотверднучих литих емульсійно-мінеральних сумішей | |
dc.type | Article |
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