A Review on the Role of Geosynthetics in Preventing the Excessive Settlement and Mud Pumping of Ballasted Railway Track

Author:

Gedela Ramesh,Karpurapu Rajagopal

Publisher

Springer Singapore

Reference30 articles.

1. Alias J (1984) La voie ferrée-Tome 1: Techniques de Construction et d’Entretien. Ecole Nationale des Ponts et Chaussées, Eyrolles, Paris, France, p 269 (in French)

2. Ashpiz ES, Deiderich R, Koslowski C (2002) The use of spunbonded geotextile in railway track renewal on the St. Petersburg—Moscow line. In: Proceedings of 7th international conference on geosynthetics, Nice, France, pp 14–19

3. Baessler M, Rucker W (2003) Track settlement due to cyclic loading with low minimum pressure and vibrations. System dynamics and long-term behaviour of railway vehicles, Track and subgrade, Springer, Berlin, pp 337–356

4. Bathurst RJ, Raymond GP (1987) Geogrid reinforcement of ballasted track. Transportation Research Record 1153, National Research Council, Transportation Research Board, Washington, DC, pp 8–14

5.  Biabani MM, Indraratna B, Ngo NT (2016) Modelling of geocell-reinforced subballast subjected to cyclic loading. Geotext Geomembr 44(4):489–503

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