Study of the Transport Loads Influence on the Nature of Belite Sludge Hardening in Pavement

Article Preview

Abstract:

The article describes the characteristics of belite sludge - large-tonnage waste of the aluminium industry. The ability of the sludge and sludge-rubbing materials to restore the damaged structure after re-compaction has been revealed. The influence of multiple transport loads on the nature of the sludge hardening and slurry materials in structural layers on an annular test bench under full-scale conditions has been investigated. It has been established that mobile loads have a positive effect on the nature of the hardening of these materials. After 20 months of operation, the strength of the sludge and sludge material on the sections under movement is 13.0% and 33.8% higher compared with the materials of the control sections. Consequently, there is no need to close the traffic immediately after the construction of pavement layers using sludge. In addition, it is not necessary to regulate the time after which the installation of a coating on a slurry base is allowed.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

79-85

Citation:

Online since:

May 2020

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2020 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] V.M. Bezruk, Strengthening of soils in road and airfield construction. Moscow: Transport (1917).

Google Scholar

[2] D. Fohs, E. Kinter, Soil- Portland cement thickness design-summary of current practices. Public Roads. 36 4 (1970) 75-82.

Google Scholar

[3] Liu Hongjun, Yuan Feng, Yang Donghai. The strenghth varieties of the seibsurface made of lime and fine coal ash of the Hingwaj from Changba to Baichengt. Dongbei linye daxue xuehao, J. Nort-East Forest. Univ., 2000, 28.

Google Scholar

[4] J. Mountain, Airborne ash experience and quality requirements in asphalt wave, Road and transport 4 in Road construction Nippon Steel Techn. Rep 17 (1981).

Google Scholar

[5] B.V. Belousov, V.M. Beskrovnyj, A.A. Lytkin, Application belitic slurries for road foundation in Siberia conditions, Production and application of stone materials from rocks and industrial wastes in road construction, Moscow Transport Sojuzdornii, 1984, 43-48.

Google Scholar

[6] Methodical recommendations on the design of road bases and transitional coverings with the use of belitic sludge in the oil and gas bearing areas of Western Siberia, Mintransstroj SSSR Moscow, Sojuzdornii, 1986, p.28.

Google Scholar

[7] ODM 218.3.043-2015, Methodical recommendations on the design of road bases and transitional coverings with the use of belitic sludge in the oil and gas bearing areas of Western Siberia, Moscow, ROSAVTODOR, p.66.

Google Scholar

[8] Methodical recommendations for strengthening soils and other materials with slow-hardening binders at lower positive and negative temperatures, Mintransstroj SSSR, Moscow Sojuzdornii, 1985 p.33.

Google Scholar

[9] SP 78.13330.2012, Automobile roads: updated version of SNiP 2013 3.06.03-85, Moscow, p.73.

Google Scholar

[10] N.S. Shmorgunenko, V.I. Korneev, Complex processing and use dump slurry of alumina production, Moscow Metallurgija, 1982, p.128.

Google Scholar

[11] E. Ercag, R. Apak, Furnace smelting and extractive metallurgy of red mud Recovery of TiO2 Al2O3 and pig iron. J.Chem Technol, Biotechnol. 70 3 (1997) 241-246.

DOI: 10.1002/(sici)1097-4660(199711)70:3<241::aid-jctb769>3.0.co;2-x

Google Scholar

[12] I.V. Loginova, A.V. Kyrchikov, Hardware-technological schemes in the production of alumina, Ekaterinburg Urfu, 2011, p.233.

Google Scholar

[13] ODN 218.046-01, Design of non-rigid pavements, Moscow State road service of the Ministry of transport RF, p.145.

Google Scholar

[14] A.A. Lytkin, The use of belitic sludge for the construction of layers of road clothes at low temperatures avtoreferat dissertation candidate of technician sciences, PhD thesis, 05.23.11, Moscow, 1990, p.18.

Google Scholar

[15] Validation of NCAT structural test track equipment using INDOT APT facility 2009 (Final report Joint Transportation Research Program Project C 3631R Indiana).

DOI: 10.5703/1288284314311

Google Scholar

[16] J. Perret, A.G. Dumont, J.C. Turtschy, Assessement of resistance to rutting of high modulus bituminous mixtures using full scale accelerated loading tests 2004 (3rd Eurasphalt & Eurobitume Congress Vienna Paper 208).

Google Scholar

[17] S.V. Quality control of concrete, Moscow, Vysshaja shkola, 1981, p.247.

Google Scholar

[18] S.A. Mironov, B.A. Krylov, About the increase in the strength of concrete in the frost and subsequent consolidation of it in conditions of positive temperatures, Concrete and reinforced concrete. 11 (1963) 12-15.

Google Scholar

[19] A.S. Popolov, Experience in the use of granulated slag in road construction in France, Highways xpress information foreign experience, CNTI Minavtodor RSFSR 10, Moscow, 1984, pp.1-13.

Google Scholar

[20] V.M. Beskrovnyj and others, Method of erection of roads and airfield base, SSSR, Bulletin 35, (1982).

Google Scholar

[21] V.M. Beskrovny, B.V. Belousov, A.A. Lytkin, Treatment of macadam bases astringent with the Cam of the rink, Production and application of stone materials from rocks and industrial wastes in road construction, Tr. Sojuzdorn, Moscow, 1984, pp.93-102.

Google Scholar

[22] B.V. Belousov, A.N. Gavrilov, A.S. Afonin, Proposals for the design of road clothes with a long service life, Mir dorog. 89 (2016) 50-51.

Google Scholar