Numerical analysis of a laboratory-modelled geosynthetic-partially encased columns applied as shallow foundation support in frictional-cohesive soils
- 5 February 2024
- journal article
- research article
- Published by Springer Nature in Modeling Earth Systems and Environment
- Vol. 10 (2) , 3003-3022
Abstract
No abstract availableKeywords
This publication has 46 references indexed in Scilit:
- Full-scale load test and finite-element analysis of soft ground improved by geotextile-encased granular columnsGeosynthetics International, 2015
- Recent research and development of ground column technologiesProceedings of the Institution of Civil Engineers - Ground Improvement, 2015
- Three-dimensional numerical analysis of geocell-reinforced soft clay beds by considering the actual geometry of geocell pocketsCanadian Geotechnical Journal, 2015
- Numerical modelling of stone columns beneath a rigid footingComputers and Geotechnics, 2014
- Performance of a geosynthetic-encased column (GEC) in soft ground: numerical and analytical studiesGeosynthetics International, 2013
- Performance of Geosynthetic-Encased Stone Columns in Embankment Construction: Numerical InvestigationJournal of Geotechnical and Geoenvironmental Engineering, 2010
- Behaviour of geosynthetic-encased granular columns in porous collapsible soilGeosynthetics International, 2009
- Bearing capacity of square footings on geosynthetic reinforced sandGeotextiles and Geomembranes, 2009
- Numerical modeling of geosynthetic-encased stone column-reinforced groundGeosynthetics International, 2009
- Model tests on geosynthetic-encased stone columnsGeosynthetics International, 2007