Bearing capacity of roads, railways and airfields: by E Tutumluer; Imad L Al-Qadi

By E Tutumluer; Imad L Al-Qadi

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Extra info for Bearing capacity of roads, railways and airfields: proceedings of the 8th International Conference on the Bearing Capacity of Roads and Airfields, Champaign, Illinois, USA, June 29-July 2, 2009

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In: Proceedings, GEOENG 2000; Melbourne, Australia: 1124–1156. Salim, W. (2004). Deformation and degradation aspects of ballast and constitutive modelling under cyclic loading. PhD thesis, School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongonog. Salim, W. and Indraratna, B. (2004). A New elasto-plastic constitutive model for granular aggregates incorporating particle breakage. Canadian Geotechnical Journal, 41(4): 657–671. T. , (1994). Track Geotechnology and Substructure Management.

Geotechnical Engineering, Proceedings of the Institution of Civil Engineers, London, 155(4): 243–252. Indraratna, B. and Salim, W. (2005). Mechanics of ballasted rail tracks—A geotechnical perspective, A. A. Balkema—Taylor and Francis, UK. Indraratna, B, Salim W, Ionescu D, Christie D. (2001). Stress-strain and degradation behaviour of railway ballast under static and dynamic loading, based on large-scale triaxial testing. In: Proceedings, 15th International Conference of Soil Mechanics and Geotechnical Engineering; 2001; Istanbul: 2093–2096.

The overall track bed thickness was kept as 450 mm including a ballast layer of 300 mm and a capping layer of 150 mm in thickness. The particle size, gradation, and other index properties of ballast used at the Bulli site were in accordance with the Technical Specification TS 3402 (RailCorp, Sydney) which represents sharp angular coarse aggregates of crushed volcanic basalt (latite). Recycled ballast was collected from a recycled plant commissioned by RailCorp at their Chullora yard near Sydney.

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