THEORETICAL MODEL OF HOT BRIDGEWORK PAVEMENT FOR GLAZE PREVENTION
https://doi.org/10.31675/1607-1859-2018-20-3-196-200
Abstract
The paper proposes a theoretical model of the hot bridgework pavement for glaze prevention. Geomesh with a nanocomposite layer between the asphalt concrete pavement layers is used as a heater. The calculation methodology is suggested to solve the heat engineering problem using the thermal conductivity differential equations at constant physical parameters and different boundary conditions.
About the Authors
E. I. Kiryakov
Tomsk State University of Architecture and Building
Russian Federation
PhD, A/Professor,
Russian Federation
PhD, A/Professor,
P. V. Zombek
Tomsk State University of Architecture and Building
Russian Federation
PhD, A/Professor
Russian Federation
PhD, A/Professor
N. V. Vitruk
Tomsk State University of Architecture and Building
Russian Federation
Undergraduate
Russian Federation
Undergraduate
References
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Review
For citations:
Kiryakov E.I., Zombek P.V., Vitruk N.V. THEORETICAL MODEL OF HOT BRIDGEWORK PAVEMENT FOR GLAZE PREVENTION. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2018;(3):196-200. (In Russ.) https://doi.org/10.31675/1607-1859-2018-20-3-196-200
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