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Railways, geosynthetics

Cortlever, N.G. 2001. Design of double railway track on Augeo Pile System. Symposium on Soft Ground Improvement and Geosynthetic Application, AIT, Bangkok. [Pg.172]

Lawrence, C. A., Tebay, R. N., Caddick, V. R. and Warwick, R.G. (2002), Geosynthetic Protection of Ballast and Sub-grade in Railway Foundation Structures , International Geosynthetics Society Annual Conference, Geosynthetics State of the Art and Recent Developments, NICE, 27-30 September 2002,901-904. [Pg.348]

Railways tracks are supported by granular material called ballast . The application of geosynthetics in railways is therefore somewhat similar to unpaved roads and can be considered basically in two categories ... [Pg.123]

Indiaratna, B., Nimbalkar, S.S., 2013. The role of geosynthetics in improving the behaviour of ballasted rail track. In Venkatappa Rio, G. (Ed.), Geosynthetics in Railway Track. Central Board of Irrigation and Power, India, pp. 59—85. [Pg.333]

See other pages where Railways, geosynthetics is mentioned: [Pg.123]    [Pg.560]    [Pg.305]    [Pg.312]    [Pg.326]    [Pg.329]    [Pg.386]    [Pg.305]    [Pg.312]    [Pg.326]    [Pg.329]    [Pg.386]   
See also in sourсe #XX -- [ Pg.123 ]



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Geosynthetics

Railway

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