A simplified 2-D evaluation method of the arching effect for geosynthetic-reinforced and pile-supported embankments
- 1 April 2015
- journal article
- research article
- Published by Elsevier in Computers and Geotechnics
- Vol. 65, 97-103
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51278099)
- Jiangsu Higher Education Institutions
This publication has 11 references indexed in Scilit:
- Arching effect in fine sand due to base yieldingCanadian Geotechnical Journal, 2010
- A simplified method for analysis of a piled embankment reinforced with geosyntheticsGeotextiles and Geomembranes, 2009
- A theoretical solution for pile-supported embankments on soft soils under one-dimensional compressionCanadian Geotechnical Journal, 2008
- An experimental investigation of soil arching within basal reinforced and unreinforced piled embankmentsGeotextiles and Geomembranes, 2008
- Design of geosynthetic reinforcements for platforms subjected to localized sinkholesCanadian Geotechnical Journal, 2008
- The Significance of Critical Height in the Design of Piled Embankments2007
- 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
- The anatomy of soil archingGeotextiles and Geomembranes, 1994
- The Arch in Soil ArchingJournal of Geotechnical Engineering, 1985