Full-scale laboratory testing of a geosynthetically reinforced soil railway structure
Authors:
- A.F. EsenAEA.F. Esen
- P.K. WoodwardPWP.K. Woodward
- O. LaghroucheOLO. Laghrouche
- T.M. ČebašekTČT.M. Čebašek
- A.J. BrennanABA.J. Brennan
- S. RobinsonSRS. Robinson
- D.P. ConnollyDCD.P. Connolly
- 1 May 2021
- journal article
- research article
- Published by Elsevier in Transportation Geotechnics
- Vol. 28
Abstract
No abstract availableKeywords
Funding Information
- Engineering and Physical Sciences Research Council (EP/N009207/1, EP/N009207/2, EP/N009215/1)
This publication has 29 references indexed in Scilit:
- Numerical modelling of ground borne vibrations from high speed rail lines on embankmentsSoil Dynamics and Earthquake Engineering, 2013
- Use of geosynthetics to improve seismic performance of earth structuresGeotextiles and Geomembranes, 2012
- Remedial treatment of soil structures using geosynthetic-reinforcing technologyGeotextiles and Geomembranes, 2007
- The Nottingham railway test facility, UKProceedings of the Institution of Civil Engineers - Transport, 2007
- Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundationGeotextiles and Geomembranes, 2005
- A synthesis of case histories on GRS bridge-supporting structures with flexible facingGeotextiles and Geomembranes, 2004
- GRS bridge abutments—an effective means to alleviate bridge approach settlementGeotextiles and Geomembranes, 2003
- Some railroad settlement models—A critical reviewProceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2001
- State of the Art. I: Resilient Response of Unbound AggregatesJournal of Transportation Engineering, 2000
- Japanese Studies on Deterioration of Ballasted TrackVehicle System Dynamics, 1995