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Relevant bibliographies by topics / Road surface dressing

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Academic literature on the topic 'Road surface dressing'

Author: Grafiati

Published: 28 May 2022

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Journal articles on the topic "Road surface dressing"

1

Hornikovska, Iryna, and Vadym Kahanov. "Non-autoclaved foam concrete for layers of highways surface dressing." Theory and Building Practice 2020, no. 2 (2020): 35–41. http://dx.doi.org/10.23939/jtbp2020.02.035.

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The article is devoted to the problems associated freeze with the calculated estimation of the parameters of the structural and heat-insulating antifreeze layer in the subgrade of non-rigid roads on various soil bases. The main physical, technical and deformation characteristics of monolithic dispersed non-autoclaved foam concrete reinforced with polypropylene fiber of grades of density from 600 to 1000 kg/m3 are investigated. Freezing of subsoil waters directly under the roadway pavement and, as a result, its increase in volume, leads to significant deformations of the road surface. Under suc

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2

Sidun, Iurii, Oleksiy Vollis, Volodymyr Bidos, Svitlana Stanchak, and Danylo Helon. "ADHESION OF ROAD BITUMEN EMULSIONS ON BOTH HYDROCHLORIC AND ORTHOPHOSPHORIC ACIDS FOR THE TECHNOLOGY OF SURFACE DRESSING." Theory and Building Practice 2022, no. 1 (2022): 27–34. http://dx.doi.org/10.23939/jtbp2022.01.027.

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This article presents the review of surface dressing wear courses, being the version of preservation and sealing of road structures' top layers. In the article, there is studied the adhesion of aggregates (from various granite quarries of Ukraine) with a bitumen binder, namely bitumen emulsion, for application in surface dressing for road pavements. In the article, there are used both the Ukrainian and European testing methods for the determination of adhesion in the bitumen-aggregate system. There was developed two bitumen emulsion formulations for the thin-layer motor-road pavements by the s

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3

Briggs, D. K. H., and J. A. Croft. "Adhesion test for road surface dressing binders." Journal of Applied Chemistry 20, no. 11 (2007): 329–33. http://dx.doi.org/10.1002/jctb.5010201101.

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Kopynets, Ivan, Mykola Stulii та Tetiana Protopopova. "EUROPEAN PRACTICE OF SOLVING ISSUES OF EFFECTIVE FUNCTIONING OF SURFACE DRESSING OF PAVEMENT. СOMPLIANCE OF SURFACE DRESSING CHARACTERISTICS WITH TECHNICAL CONDITIONS OF DSTU EN 12271:2021 (EN 12271:2006, IDT)". Dorogi i mosti 2022, № 25 (2022): 58–76. http://dx.doi.org/10.36100/dorogimosti2022.25.058.

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Introduction. The wearing course of a road pavement is in complicated operational conditions in combination with adverse weather and climatic factors that are characteristic of the country for most of the year. These factors make high demands on the wearing course, in particular arranged by the method of a surface dressing. European practice of solving these issues is based on the provisions of a set of standards that can serve to solve the problems of effective functioning of a surface dressing on roads in Ukraine. Problem statement. The introduction of the requirements of the Association Agr

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Liu Tingguo, V. N. Zankavich, Yu N. Aliakseyeu, and B. M. Khroustalev. "Recycling of Materials for Pavement Dressing: Analytical Review." Science & Technique 18, no. 2 (2019): 104–12. http://dx.doi.org/10.21122/2227-1031-2019-18-2-104-112.

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The paper presents an analytical review of materials recycling for pavement dressing. Recycling or repeated usage of pavement dressing materials while making reconstruction and repair of road pavements is not considered as a new conception and it has been realized in various countries of the world since 20th century. Recycling (hot, cold) is based on methods of its execution, properties of pavement dressing materials which are subjected to processing and which influence on the quality of final material, technical and operational indices, specific economic efficiency. Investigations on the proc

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Dewhurst, J. R. "The setting of road tar in surface dressing." Journal of Applied Chemistry 10, no. 11 (2007): 470–76. http://dx.doi.org/10.1002/jctb.5010101107.

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7

Šneideraitienė, Lina, and Daiva Žilionienė. "Assessment of Skid Resistance of Road Pavements." Baltic Journal of Road and Bridge Engineering 15, no. 3 (2020): 157–68. http://dx.doi.org/10.7250/bjrbe.2020-15.490.

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The quality of the paved road depends not only on the decisions of the road designer and the work carried out but also on the materials used. Most of the aggregates used are imported from other countries. However, the usage of domestic materials reduces the cost of the road pavement and the use of aggregates produced by a special production technology in Lithuania, i.e., dolomite aggregates instead of granite aggregates. Experimental studies were carried out on the skid resistance of the road surface. It was found that the coefficient of skid resistance met the requirements for surface dressin

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Rajkamal, K., T. Dinesh Reddy, D. Rohith, Venkaiah Chowdary, and C. S. R. K. Prasad. "Performance Evaluation of Gravel Road Sections Sealed with Surface Dressing." Transportation Research Procedia 17 (2016): 81–89. http://dx.doi.org/10.1016/j.trpro.2016.11.063.

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9

Li, Wei, Peng Xiang Sun, and Chun Xiao Zhang. "Laboratory Test Study on Asphalt Concrete with Steel Slag Aggregates." Applied Mechanics and Materials 152-154 (January 2012): 117–20. http://dx.doi.org/10.4028/www.scientific.net/amm.152-154.117.

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To investigate the validity of steel slag as aggregates in road surface dressing, a series of tests for asphalt concrete mixed with asphalt cement and steel slag aggregates particles are performed using Marshall method. Through the statistical analysis of the test data, and comparison the data with those of asphalt macadam mixture, the asphalt concrete mixed with asphalt cement and steel slag aggregates have very large stiffness, high resistance to deformation and high resistance to cracking. If meeting the requirements of the code in china for asphalt macadam mixture, steel slag can be applie

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10

Mfinanga, David A., and Lusekelo A. Mwakyami. "Improving the Design of Low Volume Sealed Roads in Tanzania." Tanzania Journal of Engineering and Technology 31, no. 2 (2008): 21–30. http://dx.doi.org/10.52339/tjet.v31i2.427.

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The main objective of the study was to identify appropriate road designs for Low Volume Sealed Roads (LVSRs) with the aim of improving the design of such roads in Tanzania. The study was conducted in Dar es Salaam and Morogoro regions in Tanzania where data for LVSRs were collected from primary and secondary sources in the two regions. The study found that by using an improved pavement design method specifically meant for LVSRs results in cost savings for LVSRs of up to 51% compared with the conventional method of pavement design in Tanzania. The study recommends that the pavement design metho

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Dissertations / Theses on the topic "Road surface dressing"

1

Abdulkareem, Akram Jurjiss. "Investigation of the embedment of chippings for an improved road surface dressing design procedure." Thesis, Heriot-Watt University, 1989. http://hdl.handle.net/10399/899.

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2

Fienkeng, Martin Nkwenti. "Early life behaviour of surface dressings with polymer modified binders." Thesis, University of Liverpool, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.240603.

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Books on the topic "Road surface dressing"

1

Laboratory, Transport Research. Design guide for road surface dressing. 3rd ed. HMSO, 1992.

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2

Lycett, C. J. Quality control procedures for surface dressing chippings. Foras Forbartha, 1986.

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3

Kennedy, J. Reconstruction trials for East Sussex County Council of mix-in-place recycling with cement and glass-fibre-reinforced surface dressing. Cement and Concrete Association, 1986.

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4

Peden, Robert Alexander. A study of the characteristics and parameters affecting the performance of road surfacing materials withparticular reference to the adhesive aspects of road surface dressing binders. The Author], 1995.

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5

Institution, British Standards. British Standard Specification for hot binder distributors for road surface dressing =: Distributeurs de liant hydraulique chaud pour l'epandage des melanges routiers - specifications = Bitumenspritzmaschinen für die Oberflächenbehandlung von Strassenbelägen. BSI, 1990.

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6

Scott, Mike J. The analysis of marginal aggregates for use in surface dressings of low trafficked roads in Botswana. Queen Mary College, 1988.

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7

Design Guide for Road Surface Dressing (RN). 4th ed. Thomas Telford Ltd, 1999.

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Book chapters on the topic "Road surface dressing"

1

Vizzari, Domenico, Eric Gennesseaux, Stéphane Lavaud, Stéphane Bouron, and Emmanuel Chailleux. "Surface Dressing Treatment for Applications on Solar Roads." In RILEM Bookseries. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-46455-4_218.

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2

"9. Surface dressing and other surface treatments." In Bituminous mixtures in road construction. Thomas Telford Publishing, 1994. http://dx.doi.org/10.1680/bmirc.16835.0009.

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Conference papers on the topic "Road surface dressing"

1

Forsman, Juha, Taavi Dettenborn, Peeter Skepast, et al. "Road Embankment Test Sections over Soft Peat Layer, Võõbu, Estonia." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.046.

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Various road embankment reinforcements on over a 2 to 4 meter thick peat deposit have been constructed in summer to autumn 2015 in the area of Kose-Võõbu in the northern part of Estonia. The test sections consist of five different reinforced road embankments: one layer of georeinforcement, two layers of georeinforcements, geocell mattress, light weight aggregate (LWA) and expanded polystyrene (EPS) light weight embankment structures with georeinforcement. An additional test section is a mass replacement. To accelerate the consolidation of the peat, reinforced test sections are loaded with surc

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