Analytical model of three-dimensional concentric ellipsoidal soil arching in geosynthetic-reinforced pile-supported embankments
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Publisher
Elsevier BV
Reference47 articles.
1. Review of existing design methods for geosynthetic-reinforced pile-supported embankments;Ariyarathne;Soils Found.,2015
2. Geosynthetic-reinforced soils above voids: observation and prediction of soil arching;Burke;Geotext. Geomembranes,2021
3. Field test of a geogrid-reinforced and floating pile-supported embankment;Cao;Geosynth. Int.,2016
4. Performance of geosynthetic-reinforced pile-supported embankment on soft marine deposit;Chen;Proceedings of the Institution of Civil Engineers -Geotechnical Engineering,2021
5. An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments;Chen;Geotext. Geomembranes,2008
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