Analysis of stone column-supported geosynthetic-reinforced embankments
- 1 March 2013
- journal article
- Published by Elsevier BV in Applied Mathematical Modelling
- Vol. 37 (5), 2943-2960
- https://doi.org/10.1016/j.apm.2012.07.002
Abstract
No abstract availableThis publication has 17 references indexed in Scilit:
- Analysis and modification of the British Standard BS8006 for the design of piled embankmentsGeotextiles and Geomembranes, 2011
- A mathematical model to study the soil arching effect in stone column-supported embankment resting on soft foundation soilApplied Mathematical Modelling, 2010
- Analysis of geosynthetic reinforcement in pile-supported embankments. Part III: Axisymmetric modelGeosynthetics International, 2010
- Analysis of geosynthetic reinforcement in pile-supported embankments. Part II: 3D cable-net modelGeosynthetics International, 2010
- A simplified method for analysis of a piled embankment reinforced with geosyntheticsGeotextiles and Geomembranes, 2008
- An experimental investigation of soil arching within basal reinforced and unreinforced piled embankmentsGeotextiles and Geomembranes, 2007
- Two-Dimensional Physical and Numerical Modeling of a Pile-Supported Earth Platform over Soft SoilJournal of Geotechnical and Geoenvironmental Engineering, 2007
- Geosynthetic-encased stone columns: Numerical evaluationGeotextiles and Geomembranes, 2006
- Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft SoilJournal of Geotechnical and Geoenvironmental Engineering, 2002
- Arching in Piled EmbankmentsJournal of Geotechnical Engineering, 1994