Design and Construction of Pavements and Rail Tracks: by Fumio Tatsuoka, Antonio Gomes Correia, Yoshitsugu Momoya

By Fumio Tatsuoka, Antonio Gomes Correia, Yoshitsugu Momoya

Layout and development of Pavements and Rail Tracks - Geotechnical points and Processed fabrics is a compilation of chosen contributions produced among 2002 and 2005 by means of the overseas Committee TC3 - Geotechnics of Pavements of the overseas Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), a committee devoted to accumulating present wisdom of geotechnical points in terms of pavements and rail tracks. the quantity provides complicated methods for laboratory and box fabrics characterization, including processed fabrics (non-conventional street development materials), novel checks for box stiffness overview, a pre-standard for curler built-in non-stop compaction keep an eye on and new theories for evaluate of the long run functionality of fabrics, together with environmental points. those contributions symbolize the most recent advancements on the subject of the layout, building and long-term functionality of pavements, rail tracks and earth buildings, with emphasis at the geotechnical and environmental historical past.

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Extra resources for Design and Construction of Pavements and Rail Tracks: Geotechnical Aspects and Processed Materials (Balkema: Proceedings and Monographs in Engineering, Water and Earth Sciences)

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M. 2006. Sustained performance of railway tracks. Final report of SUPERTRACK to European Commission. Lundqvist A. & Dahlberg T. 2003. Dynamic train/track interaction including model for track settlement evolvement, Proc. 18th IAVSD Symposium, Atsugi, Japan, August 24–29. Lundqvist, A. & Dahlberg, T. 2005. Railway track stiffness variations – consequences and countermeasures. Proc. 19th IAVSD Symposium on Dynamics of Vehicles on Roads and Track, Milan, Italy, Aug 29 – Sept 2. 3 Frost Design Method for Roadways and Railways – State of the Art in France C.

E. higher than the pre-grouting settlement rate) between August and December 2004; however, no significant settlement was recorded during the first six months of 2005. 3 FULL-SCALE TESTING OF TRACK A major achievement of SUPERTRACK was the construction of a full-scale track box testing facility by ADIF and CEDEX on the CEDEX’s premises. The track box is a steel box with dimensions 4 ϫ 5 ϫ 21 m. It was filled with the soil from the Spanish test site and was capped by the track structure. A number of pressure cells, displacement transducers, accelerometers and geophones were installed inside the soil and on the various elements of the track.

Optimal track stiffness variations in the transition area, as obtained from the optimization procedure, are shown in Figure 12. The track stiffness at one end of the track model was 90 kN/mm and at the other end the stiffness was 45 kN/mm (different stiffness values were obtained by changing the modulus of elasticity of the ballast material). As expected, a smooth variation of track stiffness leads to a less dynamic loading of the track. 6 TRACK RETROFITTING An innovative track retrofitting technique, based on the principle of hydraulic fracturing by grouting, was developed in this study (Cuellar & Vadillo 2003).

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