RESEARCH OF BUILDING MATERIALS

Determination of the heating temperature of potholes surface on road pavement in the process of repairs using hot asphalt concrete mixes

Vestnik MGSU 11/2014
  • Giyasov Botir Iminzhonovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Associate Professor, chair, Department of Architectural and Construction Design, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (495) 287-49-14; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Zubkov Anatoliy Fedorovich - Tambov State Technical University (TSTU) Doctor of Technical Sciences, Associate Professor, Department of Urban Development and Motor Roads, Tambov State Technical University (TSTU), 112 E Michurinskaya str., 392032, Tambov, Russian Federation; +7 (4752) 63-09-20, 63-03-72; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Andrianov Konstantin Anatol’evich - Tambov State Technical University (TSTU) Candidate of Technical Sciences, Associate Professor, Department of Urban Development and Motor Roads, Tambov State Technical University (TSTU), 112 E Michurinskaya str., 392032, Tambov, Russian Federation; +7 (4752) 63-09-20, 63-03-72; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 118-127

In the process of roads construction the necessary transport and operational characteristics should be achieved, which depend on the quality of the applied, material and technologies. Under the loads of transport means and the influence of weather conditions on the road pavement deformations and destructions occur, which lead to worsening of transport and operational characteristics, decrease of operational life of the road and they are often the reason of road accidents. According to the data of the Strategic Research Center of "Rosgosstrah" more than 20 % of road accidents in Russia occur due to bad quality of road pavement. One of the main directions in traffic security control and prolongation of operational life for road pavement of non-rigid type is road works, as a result of which defects of pavement are eliminated and in case of timely repairs of high quality the operational life of the road increases for several years. The most widely used material for non-rigid pavement repairs is hot road concrete mixes and in case of adherence to specifications they provide high quality of works. The authors investigate the problems of hot asphalt concrete mixes for repairs of road surfaces of non-rigid type. The results of the study hot asphalt concrete mix’s temperature regimes are offered in case of repair works considering the temperature delivered to the work site and the ambient temperature depending on the type of mix and class of bitumen.

DOI: 10.22227/1997-0935.2014.11.118-127

References
  1. B?chler S., Wistuba M.P. Modellierung des K?lteverhaltens von Asphalten. Strasse und Autobahn. 2012, no. 4, pp. 233—240.
  2. Wellner F., Werkmeister S., Ascher D. Auswirkung der Alterung und des Schichtenverbundes auf den Beanspruchungs zustand von Asphaltbefestigungen. Strasse und Autobahn. 2012, no. 7, pp. 430—437.
  3. Evdorides H.T., Snaitin M.S. A Knowledge-based Analyses Process for Road Pavement Condition Assessment. Proceedings of the ICE — Transport. 1996, vol. 117, Aug., pp. 202—210. DOI: http://dx.doi.org/10.1680/itran.1996.28631.
  4. Snyder R.W. Asphalt Paving: Smoothing Nerves. Roads & Bridges. 2014, no. 3. Available at: http://www.roadsbridges.com/asphalt-paving-smoothing-nerves. Date of access: 14.10.2014.
  5. Fort L. No 5 Road: Massive Impact. Roads & Bridges. 2014, no. 5. Available at: http://www.roadsbridges.com/no-5-road-massive-impact. Date of access: 14.10.2014.
  6. Hofko B., Blab R. Einfluss der Verdichtungsrichtung auf das mechanische Verhalten von Asphaltprobek?rpern aus walzsegmentverdichteten Platten. Stra?e und Autobahn. 2013, vol. 64, no. 7, pp. 522—530.
  7. Vasil’ev A.P., Bystrov N.V., Nadezhko A.A., Fedotov G.A., Pospelov P.I., editors. Spravochnaya entsiklopediya dorozhnika. T. 2. Remont i soderzhanie avtomobil’nykh dorog [Reference Book of Road Worker. Vol. 2. Repairs and Maintenance of Roads]. Moscow, Informavtodor Publ., 2004, 1129 p. (In Russian)
  8. Sostoyanie avtomobil’nykh dorog v Rossii [Condition of Roads in Russia]. Website Klintsy.ru. 09.04.2011. Available at: http://www.klintsy.ru/auto/sostojanie-avtomobilnykhdorog-v-rossii_2014.html. Date of access: 19.09.2014. (In Russian)
  9. Kupriyanov R.V., Evseev E.Yu. Analiz tekhnologiy dlya remonta vyboin na pokrytiyakh nezhestkogo tipa [Repairs Technologies Analysis of Potholes on Pavements of Non-rigid Type]. Dorogi Rossii XXI veka [Roads of Russia in the 21st Century]. 2010, no. 4, pp. 84—87. (In Russian)
  10. Apestin V.K. O raskhozhdenii proektnykh i normativnykh mezhremontnykh srokov sluzhby dorozhnykh odezhd [On the Disagreement of Design and Normative Intermaintenance Period of Road Pavements]. Nauka i tekhnika v dorozhnoy otrasli [Science and Technology in Road Field]. 2011, no. 1, pp. 18—20.
  11. Aleksikov S.V. Abdulzhalilov O.Yu., Osobennosti transportirovki goryachikh asfal’tobetonnykh smesey pri remonte dorozhnykh pokrytiy v gorodskikh usloviyakh [Features of Transport Hot Asphalt Concrete Mixes in the Process of Road Pavement Repairs in City Conditions]. Vestnik Volgogradskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. Seriya: Stroitel’stvo i arkhitektura [Proceedings of Volgograd State University of Architecture and Civil Engineering. Series: Construction and Architecture]. 2009, no. 16, pp. 65—71. (In Russian)
  12. Abdulzhalilov O.Yu., Aleksikov S.V., Karpushko M.O. Ukladka goryachikh asfal’tobetonnykh smesey pri remonte pokrytiy gorodskikh dorog [Laying of Hot Asphalt Concrete Mixes in the Process of Repairs of City Roads’ Pavement]. Vestnik Volgogradskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. Seriya: Stroitel’stvo i arkhitektura [Proceedings of Volgograd State University of Architecture and Civil Engineering. Series: Construction and Architecture]. 2010, no. 17, pp. 35—42. (In Russian)
  13. Abdulzhalilov O.Yu., Aleksikov S.V., Karpushko M.O. Issledovanie zavisimosti proizvoditel’nosti ABZ ot proizvodstvennykh usloviy [Investigation of the Dependence of Asphalt Concrete Mixing Plant Productivity from Production Conditions]. Uchenye Volgograda — razvitiyu goroda : sbornik statey [School of Volgograd for the Development of the City: Collection of Articles]. Volgograd, MUP «Gorodskie vesti» Publ., 2009, pp. 102—104. (In Russian)
  14. Abdulzhalilov O.Yu., Aleksikov S.V., Karpushko M.O. Transportnoe obespechenie stroitel’stva dorozhnykh pokrytiy dorog [Transport Provision for Road Pavement Construction]. Progress transportnykh sredstv i sistem, 2009 : materialy mezhdunarodnoy nauchnoprakticheskoy konferentsii, Volgograd. 13—15 oktyabrya 2009 goda [Progress of Transport Facilities and Systems, 2009 : Materials of International Scientific and Practical Conference, Volgograd. October 13—15, 2009]. Volgograd, Volgograd State Technical University Publ., 2009, part. 2, pp. 95—96. (In Russian)
  15. Abdulzhalilov O.Yu., Aleksikov S.V. Optimizatsiya marshruta perevozki goryachikh asfal’tobetonnykh smesey v gorodskikh usloviyakh [Optimization of Transport Route of Hot Asphalt Concrete Mixes in City Conditions]. Progressivnye tekhnologii v transportnykh sistemakh : sbornik materialov IX rossiyskoy nauchno-prakticheskoy konferentsii (26—27 noyabrya 2009 g.) [Progressive Technologies in Transport Systems : Collection of Works of the 9th Russian Science and Practice Conference (October 26—27, 2009)]. Orenburg, IPK GOU OGU Publ., 2009, pp. 21—23. (In Russian)
  16. Abdulzhalilov O.Yu., Aleksikov S.V. Operativnoe upravlenie resursnym obespecheniem stroitel’stva asfal’tobetonnykh pokrytiy [Operational Management of Resources Provision for Constructing Asphalt Concrete Pavement]. Maloetazhnoe stroitel’stvo v ramkakh natsional’nogo proekta «Dostupnoe i komfortnoe zhil’e grazhdanam Rossii»: materialy mezhdunarodnoy nauchno-prakticheskoy konferentsii [Low-Rise Construction in Frames of National Project "Affordable and Comfortable Housing for Russian Citizens" : Materials of International Svience and Practice Conference]. December 15—16, 2009, Volgograd, VolgGASU Publ., 2009, pp. 439—441. (In Russian)
  17. Zubkov A.F., Matveev V.N., Evseev E.Yu. Razrabotka teplofizicheskoy modeli pri proizvodstve remontnykh rabot pokrytiy nezhestkogo tipa [Development of Thermophysical Model in Case of Repair Works of Non-rigid Type Pavements] // Vestnik tsentral'nogo regional'nogo otdeleniya Rossiyskoy akademii arkhitektury i stroitel'nykh nauk [Proceedings of Central Regional Department of the Russian Academy of Architecture and Construction Sciences]. Tambov — Voronezh, 2012, no. 11, pp. 303—309. (In Russian)
  18. Zubkov A.F., Odnol’ko V.G. Tekhnologiya stroitel’stva asfal’tobetonnykh pokrytiy avtomobil’nykh dorog [Construction Technology of Asphalt Concrete Road Pavements]. Moscow, Mashinostroenie Publ., 2009, 223 p. (In Russian).
  19. Zubkov A.F. Tekhnologiya ustroystva pokrytiy iz goryachikh asfal’tobetonnykh smesey s uchetom temperaturnykh rezhimov [Technology of Pavement Construction of Hot Asphalt Concrete Mixes with Account for Temperature Modes]. Tambov, Pershina R.V. Publ., 2006, 152 p. (In Russian)
  20. Zubkov A.F., Khrebtova O.A., Matveev V.N., Evseev E.Yu. Raschet temperatury goryachego asfal’tobetona v ogranichennom ob”eme vyemki dorozhnogo pokrytiya. Svidetel’stvo o gosudarstvennoy registratsii programmy dlya EVM ¹ 2013661215 [Calculation of Hot Asphalt Concrete Temperature in Limited Volume of Road Pavement Pothole. State Registration Certificate of a Program for a Computer no. 2013661215]. 02.12.2013. (In Russian)

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Calculation of the temperature of asphalt concrete at making the joints of multilane road pavement of non-rigid type

Vestnik MGSU 3/2015
  • Giyasov Botir Iminzhonovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Associate Professor, chair, Department of Architectural and Construction Design, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (495) 287-49-14; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Kupriyanov Roman Valer’evich - Tambov State Technical University (TSTU) postgraduate student, Department of Urban Construction and Automobile Roads, Tambov State Technical University (TSTU), 112 E Michurinskaya str., Tambov, 392032, Russian Federation; +7 (4752) 63-09-20, 63-03-72; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Andrianov Konstantin Anatol’evich - Tambov State Technical University (TSTU) Candidate of Technical Sciences, Associate Professor, Department of Urban Development and Motor Roads, Tambov State Technical University (TSTU), 112 E Michurinskaya str., 392032, Tambov, Russian Federation; +7 (4752) 63-09-20, 63-03-72; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Zubkov Anatoliy Fedorovich - Tambov State Technical University (TSTU) Doctor of Technical Sciences, Associate Professor, Department of Urban Development and Motor Roads, Tambov State Technical University (TSTU), 112 E Michurinskaya str., 392032, Tambov, Russian Federation; +7 (4752) 63-09-20, 63-03-72; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 17-28

The construction quality of road surface of non-rigid type essentially depend on providing the temperature regimes in the process of laying and packing of hot asphalt concrete mixtures. In order to provide the required characteristics of asphalt concrete due to the surface width it is necessary to provide the temperature regimes of hot asphalt concrete mixture in the zones of lane connection. The hot mixture is promptly cooling right after laying within several minutes, which results, according to the construction technology and the specific conditions of work production, in temperature abuse of the mixture at joints of the lanes at packing. The authors present the analysis of the technology of arranging multilane road surface by one paver with the possibility of heating the surface lane edge with the temperature of the adjacent lane. The results of the studies of the production conditions effect on the temperature of edge heating of the previously laid lanes, and the time required to achieve the maximum heating temperature depending on the relative thickness of coating layers.

DOI: 10.22227/1997-0935.2015.3.17-28

References
  1. Zubkov A.F., Andrianov K.A., Lyubimova T.I. Rekomendatsii po razrabotke tekhnologicheskikh protsessov stroitel’stva pokrytiy iz goryachikh asfal’tobetonnykh smesey [Recommendations on Tehcnological Processes Development for Constructing Road Pavement of Hot Asphalt Concrete Mixes]. Sovremennye metody stroitel’stva avtomobil’nykh dorog i obespechenie bezopasnosti dvizheniya : materialy Mezhdunarodnoy nauchno-prakticheskoy Internet-konferentsii [Modern Construction Methods of Automobile Roads and Providing Traffic Safety : Materials of the International Science and Practice Internet Conference]. Moscow, 2007, pp. 132—137. (In Russian)
  2. Apestin V.K. O raskhozhdenii proektnykh i normativnykh mezhremontnykh srokov sluzhby dorozhnykh odezhd [On the Discrepancy of Design and Normative Overhaul Periods of Road Pavement]. Nauka i tekhnika v dorozhnoy otrasli [Science and Technology of Road Branch]. 2011, no. 1 (56), pp. 18—20. (In Russian)
  3. Aleksikov S.V., Abdulzhalilov O.Yu., Karpushko M.O. Ukladka goryachikh asfal’tobetonnykh smesey pri remonte pokrytiy gorodskikh dorog [Laying Hot Asphalt Concrete Mixes in the Process of City Road Pavement Construction]. Vestnik Volgogradskogo gosudarstvennogo arkhitekturno-stroitel’nogo universiteta. Seriya: Stroitel’stvo i arkhitektura [Bulletin of Volgograd State University of Architecture and Civil Engineering. Series: Construction and Architecture]. 2010, no. 17 (36), pp. 35—42. (In Russian)
  4. Aleksikov S.V., Abdulzhalilov O.Yu., Karpushko M.O. Transportnoe obespechenie stroitel’stva dorozhnykh pokrytiy [Transport Support of Road Pavement Construction]. Progress transportnykh sredstv i sistem : materialy Mezhdunarodnoy nauchno-prakticheskoy konferentsii (g. Volgograd, 13—15 oktyabrya 2009 g.) [Progress of Transport Means and Systems : Materials of the International Science and Practice Conference (Volgograd, October 13—15, 2009)]. Volgograd, VolgGASU Publ., 2009, part 2, pp. 95—96. (In Russian)
  5. Büchler S., Wistuba M.P. Modellierung des Kälteverhaltens von Asphalten. Strasse und Autobahn. 2012, no. 4, pp. 233—240.
  6. Wellner F., Werkmeister S., Ascher D. Auswirkung der Alterung und des Schichtenverbundes auf den Beanspruchungs zustand von Asphaltbefestigungen. Strasse und Autobahn. 2012, no. 7, pp. 430—437.
  7. Evdorides H.T., Snaitin M.S. A Knowledge-Based Analysis Process for Road Pavement Condition Assessment. Proc. Insin. Civ. Engrs. Transp. 1996, vol. 117, no. 3, Aug., pp. 202—210. DOI: http://dx.doi.org/10.1680/itran.1996.28631.
  8. Snyder R.W. Asphalt Paving: Smoothing Nerves. Roads & Bridges. 2014, vol. 52, no. 3, p. 42.
  9. Fort L. Massive Impact. Roads & Bridges. October 2014, p. 28.
  10. Hofko B., Blab R. Einfluss der Verdichtungsrichtung auf das mechanische Verhalten von Asphaltprobekörpern aus walzsegmentverdichteten Platten. Straße und Autobahn. 2013, vol. 64, no. 7, pp. 522—530.
  11. Vasil’ev A.P., editor. Spravochnaya entsiklopediya dorozhnika. T. 2: Remont i soderzhanie avtomobil’nykh dorog [Reference Book of a Road Worker. Vol. 2. Repair and Maintenance of Automobile Roads]. Moscow, Informavtodor Publ., 2004, 507 p. (In Russian)
  12. Vasil’ev A.P., editor. Spravochnaya entsiklopediya dorozhnika. T. 1: Stroitel’stvo i rekonstruktsiya avtomobil’nykh dorog [Reference Book of a Road Worker. Vol. 1. Construction and Reconstruction of Automobile Roads]. Moscow, Informavtodor Publ., 2005, 646 p. (In Russian)
  13. Tsupikov S.G. Spravochnik dorozhnogo mastera. Stroitel’stvo, ekspluatatsiya i remont avtomobil’nykh dorog [Guide of a Road Master. Construction, Operation and Repairs of Automobile Roads]. Moscow, Infra-Inzheneriya Publ., 2009, 924 p. (In Russian)
  14. Aleksikov S.V., Abdulzhalilov O.Yu., Karpushko M.O. Ukladka goryachikh asfal’tobetonnykh smesey pri remonte pokrytiy gorodskikh dorog [Laying of Hot Asphalt Concrete Mixes during Repairs of City Roads]. Vestnik Volgogradskogo gosudarstvennogo arkhitekturno-stroitel’nogo universiteta. Seriya: Stroitel’stvo i arkhitektura [Bulletin of Volgograd State University of Architecture and Civil Engineering. Series: Construction and Architecture]. 2010, no. 17 (36), pp. 35—42. (In Russian)
  15. Bondarev B.A., Korneev A.D., Shtefan Yu.V., Soshnin P.V. Optimizatsiya mezhremontnykh srokov sluzhby gorodskikh avtomobil’nykh dorog [Optimization of Overhaul Periods of City Roads]. Lipetsk, LGTU Publ., 2006, 203 p. (In Russian)
  16. Kupriyanov R.V., Evseev E.Yu. Analiz tekhnologiy dlya remonta vyboin na pokrytiyakh nezhestkogo tipa [Analyzing the Technologies Potholes Repair on Paving of Non-Rigid Type]. Dorogi Rossii 21 veka [Roads of Russia of the 21st Century]. 2010, no. 4, pp. 84—87. (In Russian)
  17. Sostoyanie avtomobil’nykh dorog v Rossii [State of Automobile Roads in Russia]. Avto : elektronnyy zhurnal / Klintsy.ru [Auto: Electronic Journal / Klintsy.ru]. Available at: http://www.klintsy.ru/auto/sostojanie-avtomobilnykh-dorog-v-rossii_2014.html. Date of access: 19.09.2014. (In Russian)
  18. Zubkov A.F., Matveev V.N., Evseev E.Yu. Razrabotka teplofizicheskoy modeli pri proizvodstve remontnykh rabot pokrytiy nezhestkogo tipa [Development of Thermophysical Model at Repairs of Non-Rigid Type Pavements]. Vestnik tsentral’nogo regional’nogo otdeleniya rossiyskoy akademii arkhitektury i stroitel’nykh nauk [Proceedings of the Central Regional Branch of The Russian Academy of Architecture and Construction Sciences]. Tambov — Voronezh, 2012, no. 11, pp. 303—309. (In Russian)
  19. Zubkov A.F., Odnol’ko V.G. Tekhnologiya stroitel’stva asfal’tobetonnykh pokrytiy avtomobil’nykh dorog [Construction Technology of Asphalt Concrete Pavements of Automobile Roads]. Moscow, Mashinostroenie Publ., 2009, 223 p. (In Russian)
  20. Zubkov A.F. Svidetel’stvo o registratsii programmy dlya EVM № 2006613129. Modelirovanie i raschet temperaturnykh rezhimov dorozhnykh odezhd nezhestkogo tipa v nestatsionarnykh usloviyakh [Registration Certificate of the Computer Program no. 2006613129. Simulation and Calculation of Temperature Modes of Road Pavements of Non-Rigid Type in Non0stationary Conditions]. Published 05.09.2006. (In Russian)
  21. Zubkov A.F., Khrebtova O.A., Matveev V.N., Evseev E.Yu. Svidetel’stvo o gosudarstvennoy registratsii programmy dlya EVM № 2013661215. Raschet temperatury goryachego asfal’tobetona v ogranichennom ob”eme vyemki dorozhnogo pokrytiya [Registration Certificate of the Computer Program no. 2013661215. Calculation of the Temperature of Hot Asphalt Concrete in a Limited Hole Value in a Road Pavement]. Registered in Computer Programs Register 02.12.2013. (In Russian)

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Self-compacting concrete mixtures for road BUILDING

Vestnik MGSU 3/2012
  • Tran Tuan My - Moscow State University of Civil Engineering (MSUCE) , Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Korovyakov Vasiliy Fedorovich - Moscow State University of Civil Engineering (MSUCE) Doctor of Technical Sciences, Professor, Department of Technology of Binders and Concretes, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 131 - 137

As a rule, motor roads are composed of the subgrade and the road dressing. Road dressing is composed of the road pavement, road base and the bottoming. Road dressing may be non-rigid (or made of coarse asphalt concrete, fine asphalt concrete, tar concrete, rubble or gravel treated by binding agents, etc.) and rigid (asphalt concrete road pavements resting on the road base made of cement concrete, or prefabricated pavements made of reinforced concrete and ferrocement slabs, monolithic cement concrete pavements).
Cement concrete roads are five to six times more durable than asphalt concrete roads; their service life may exceed 50 years. They are resistant to environmental attacks; they ensure excellent grip of the wheel, and they are dust-free. Their road pavement is resistant to wear (0.1 mm per year); its thickness does not exceed 16-22 mm.
Therefore, effective concrete road pavements require self-compacting though non-segregating concrete mixtures to comply with the pre-set values of their properties, namely, bending and compressive strength, corrosion resistance, freeze resistance, etc.
Acting in cooperation with Department of Technology of Binders and Concretes of MSUCE, NIIMosstroy developed and examined a self-compacting cast concrete mixture designated for durable monolithic road pavements. The composition in question was generated by adding a multi-component modifier into the mix. The modifier was composed of a hyperplasticiser, active (structureless) fine and crystalline silica, and a concrete hardening control agent.

DOI: 10.22227/1997-0935.2012.3.131 - 137

References
  1. Íîñîâ Â.Ï. Ñîñòîÿíèå ïðîáëåìû è ïåðñïåêòèâû ïðèìåíåíèÿ öåìåíòîáåòîíà ïðè ñòðîèòåëüñòâå àâòîìîáèëüíûõ äîðîã // Áåòîí íà ðóáåæå òðåòüåãî òûñÿ÷åëåòèÿ : ìàòåðèàëû 1-é Âñåðîñ. êîíô. ïî ïðîáëåìàì áåòîíà è æåëåçîáåòîíà. ×. Ç. Ì. : Àññîöèàöèÿ «Æåëåçîáåòîí», 2001. Ñ. 1711—1715.
  2. Ðàäîâñêèé Á.Ñ., Ñóïðóí À.Ñ., Êîçàêîâ È.È. Ïðîåêòèðîâàíèå äîðîæíûõ îäåæä äëÿ äâèæåíèÿ áîëüøåãðóçíûõ àâòîìîáèëåé. Êèåâ : Áóäèâýëüíèê, 1989. 65 ñ.
  3. ÑÍèÏ 2.05.02—85. Àâòîìîáèëüíûå äîðîãè. Ì. : Ãîññòðîé ÑÑÑÐ, 1997. 52 ñ.
  4. Ñòðîèòåëüñòâî äîðîæíûõ îäåæä, òðîòóàðîâ, äîðîæåê è àâòîìîáèëüíûõ ñòîÿíîê / À.ß. Òóëàåâ, Ý.Ñ. Ôàéíáåðã, Ñ.Â. Êîíîâàëîâ è äð.; ïîä ðåä. À.ß. Òóëàåâà // Ñòðîèòåëüñòâî óëèö è ãîðîäñêèõ äîðîã. Ì.:Ñòðîéèçäàò, 1988. 367 ñ.
  5. Òåõíîëîãèÿ è îðãàíèçàöèÿ ñòðîèòåëüñòâà àâòîìîáèëüíûõ äîðîã / À.Â. Ãîðåëûøåâ, Ñ.Ì. Ïîëîñèí-Íèêèòèí, Ì.Ñ. Êîãàíçîí è äð. Ì. : Òðàíñïîðò, 1992. 367 ñ.
  6. TP 147—03. Òåõíè÷åñêèå ðåêîìåíäàöèè ïî óñòðîéñòâó äîðîæíûõ êîíñòðóêöèé èç ëèòûõ áåòîííûõ ñìåñåé. 66 c.
  7. Áàæåíîâ Þ.Ì. Òåõíîëîãèÿ áåòîíîâ. 526 ñ.
  8. Ñàìîóïëîòíÿþùèéñÿ áåòîí — ýôôåêòèâíûé èíñòðóìåíò â ðåøåíèè çàäà÷ ñòðîèòåëüñòâà [Ýëåêòðîííûé ðåñóðñ] // Çàâîä ñòðîéáåòîí. Ðåæèì äîñòóïà: http://www.ibeton.ru/a195.php. Äàòà îáðàùåíèÿ: 21.12.2011.

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Resistance of sulfur-extended asphalt to ruttung

Vestnik MGSU 12/2016
  • Gladkikh Vitaly Aleksandrovich - Moscow State University of Civil Engineering (National Research University) (MGSU) Candidate of Engineering, Junior research scientist of the “Nanomaterials and Nanotechnologies” Research and Educational Center, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Korolev Evgeniy Valer’evich - Moscow State University of Civil Engineering (National Research University) (MGSU) Doctor of Technical Sciences, Professor, Advisor of RAACS, Prorector, Director of the “Nanomaterials and Nanotechnologies” Research and Educational Center, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Khusid Dmitry Leonidovich - Moscow State University of Civil Engineering (National Research University) (MGSU) postgraduate of the “Nanomaterials and Nanotechnologies” Research and Educational Center, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 70-78

A resistance to rutting research of sulphur-extended asphalt with various content of sulphur was performed using modern methods of rutting tests which imitate real conditions of a pavement functioning. It was found that the resistance of sulphur-extended asphalt to rutting is much higher than that of traditional asphaltic concretes. Moreover, increasing the sulphur content results in the increment of this indicator. It was found that the asphaltic concrete resistance to shear can not be truly defined by use of the methods of the existing GOST 12801-98.

DOI: 10.22227/1997-0935.2016.12.70-78

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Synergetic approachto simulation of physical wear of engineering technical systems

Vestnik MGSU 5/2015
  • Kirillov Andrey Mikhaylovich - Sochi State University (SSU) Candidate of Physical and Mathematical Sciences, Associate Professor, Department of Service and Safety Organization on Transport, Sochi State University (SSU), 26a, Sovetskaya str., Krasnodar Krai, Sochi, 354000, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Zav’yalov Mikhail Aleksandrovich - Sochi State University (SSU) Doctor of Technical Sciences, Professor, De- partment of Service and Safety Organization on Transport, Sochi State University (SSU), 26a, Sovetskaya str., Krasnodar Krai, Sochi, 354000, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 93-102

In course of time in structural elements of engineering technical systems defects and damages are accumulated, which is caused by loadings and environmental influence. The defects are any inconsistencies with normative documents, and damages are discontinuances of structure. The defects and damages lead to decrease of operational properties of structures (their bearing capacity, waterproofing, thermal resistance, etc. The occurrences of such character are called physical wear.In the article the authors show the possibility of phase trajectory use of the processes of physical wear, creep and cusp catastrophe for determinating the critical timepoint, corresponding to the beginning of the system damage catastrophic growth. The alternative approach to the description of the processes of physical wear and creep of pavement consisting in comparison of asphalt concrete creep curve and the curve of the mathematical model of cusp catastrophe, is received. The applied synergetic approach gives us the chance to improve the existing and create new methods of pavement resource forecasting and assessment of physical wear of any technical constructions.

DOI: 10.22227/1997-0935.2015.5.93-102

References
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  2. Haken H. Information and Self-Organization: A Macroscopic Approach to Complex Systems (Springer Series in Synergetics). Springer, Softcover reprint of hardcover 3rd ed., 2006, 258 p.
  3. Haken H. Advanced Synergetics. Instability Hierarchies of Self-Organizing Systems and Devices. Springer-Verlag Berlin Heidelberg, 1983, 356 p. DOI: http://dx.doi.org/10.1007/978-3-642-45553-7.
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  5. Nicolis G., Prigogine I. Self-Organization in Nonequilibrium Systems. New York, Wiley, 1977, 504 p.
  6. Corning P.A. Synergy and Self-Organization in the Evolution of Complex Systems. Systems Research. 1995, vol. 12, no. 2, pp. 89—121. DOI: http://dx.doi.org/10.1002/sres.3850120204.
  7. Stratonovich R.L. Nelineynaya neravnovesnaya termodinamika [Nonlinear Nonequilibrium Thermodynamics]. Moscow, Nauka Publ., 1985, 480 p. (In Russian)
  8. Olemskoy A.I., Koplyk I.V. Teoriya prostranstvenno-vremennoy evolyutsii neravnovesnoy termodinamicheskoy sistemy [Theory of Existential Evolution of Nonequilibrium Thermodynamic System]. Uspekhi fizicheskikh nauk [Physics-Uspekhi (Advances in Physical Sciences)]. 1995, vol. 165, no. 10, pp. 1105—1144. (In Russian)
  9. Zubarev D.N., Morozov V.G., Röpke G. Statistical Mechanics of Nonequilibrium Processes. Vol. 1: Basic Concepts, Kinetic Theory. Berlin, Akademie Verlag, 1996, 376 p.
  10. De Groot S.R., Mazur P. Non-Equilibrium Thermodynamics. Courier Corporation, 2013, 510 p.
  11. Lebon G., Jou D., Casas-Vázquez J. Understanding Non-Equilibrium Thermodynamics. Berlin, Springer, 2008, 196 p.
  12. Travin V.I. Kapremont i rekonstruktsiya zhilykh i obshchestvennykh zdaniy [Overhaul and Reconstruction of Residential and Public Buildings]. Rostov-on-Don, Feniks Publ., 2004, 251 p. (In Russian)
  13. Kuksenko V.S. Diagnostika i prognozirovanie razrusheniya krupnomasshtabnykh ob
  14. Kiryukhin G.N. Termofluktuatsionnaya i fraktal’naya model’ dolgovechnosti asfal’tobetona [Thermofluctuation and Fractal Model of Asphalt Concrete Durability]. Dorogi i mosty [Roads and Bridges]. 2014, vol. 1, no. 31, pp. 247—268. (In Russian)
  15. Uzan J. Viscoelastic-viscoplastic Model with Damage for Asphalt Concrete. Journal of Materials in Civil Engineering. 2005, vol. 17, no. 5, pp. 528—534. DOI: http://dx.doi.org/10.1061/(ASCE)0899-1561(2005)17:5(528).
  16. Gibson N.H., Schwartz C.W., Schapery R.A., Witczak M.W. Viscoelastic, Viscoplastic, and Damage Modeling of Asphalt Concrete in Unconfined Compression. Transportation Research Record: Journal of the Transportation Research Board. 2003, vol. 1860, no. 1, pp. 3—15. DOI: http://dx.doi.org/10.3141/1860-01.
  17. Radchenko V.P., Saushkin M.N. Polzuchest’ i relaksatsiya ostatochnykh napryazheniy v uprochnennykh konstruktsiyakh [Creep and Relaxation of Residual Tension in the Strengthened Designs]. Moscow, Mashinostroenie-1 Publ., 2005, 226 p. (In Russian)
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ON THE ISSUE OF MONITORING AND NORMALIZATION OF FINE DUST EMISSIONS INTO THE ATMOSPHERIC AIR DURING THE ROAD TRANSPORT MOVEMENT

Vestnik MGSU 4/2017 Volume 12
  • Grafkina Marina Vladimirovna - Moscow Polytechnic University (Polytech) Doctor of Technical Sciences, Professor, Head of Department of Ecological Safety of Technical Systems, Moscow Polytechnic University (Polytech), 38 Bolshaya Semenovskaya str., Moscow, Russian Federation, 107023.
  • Azarov Artem Viktorovich - PTB PSO Volgogradgrazhdanstroy Head of the Environmental Design Group, PTB PSO Volgogradgrazhdanstroy, 1 Barrikadnaya str.,Volgograd, Russian Federation, 400074.
  • Dobrinsky Daniil Razhievich - Volgograd State University of Architecture and Civil Engineering (VSUACE) Graduate Student of the Department of Life Safety in the Technosphere, Volgograd State University of Architecture and Civil Engineering (VSUACE), .
  • Nikolenko Denis Alexandrovich - Academy of Construction and Architecture, Don State Technical University (DSTU) Candidate of Technical Sciences, Associate Professor of the Department of Automobile Roads, Director of the Research Institute for Problems of the Road and Transport Complex, Academy of Construction and Architecture, Don State Technical University (DSTU), 162 Sotsialisticheskaya str., Rostov-on-Don, Russian Federation, 344022.

Pages 373-380

Currently, an estimation of the negative impact on the environment does not include a dust emission effect caused by the road transport movement on various road pavements. The greatest danger to the population health is the fine dust particles of PM2.5 and PM10. The problem of calculating, controlling and normalization of fine dust emissions at the road transport movement is important for improving the quality of life and health of citizens, the air quality in work facility areas and the introduction of promising technologies to reduce the negative impact of dust sources on the air environment of cities. In this work, during the preliminary estimation of the car dusting impact on the environment, instrumental measurements were made, and the maximum and average daily concentrations PM2.5 and PM10 of suspended solids in atmospheric air were obtained.

DOI: 10.22227/1997-0935.2017.4.373-380

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