Development of the K-stiffness method for geosynthetic reinforced soil walls constructed with c-ϕ soils
- 1 December 2007
- journal article
- Published by Canadian Science Publishing in Canadian Geotechnical Journal
- Vol. 44 (12), 1391-1416
- https://doi.org/10.1139/t07-058
Abstract
No abstract availableKeywords
This publication has 15 references indexed in Scilit:
- Reinforcement loads in geosynthetic walls and the case for a new working stress design methodGeotextiles and Geomembranes, 2005
- New Method for Prediction of Loads in Steel Reinforced Soil WallsJournal of Geotechnical and Geoenvironmental Engineering, 2004
- A new working stress method for prediction of reinforcement loads in geosynthetic wallsCanadian Geotechnical Journal, 2003
- Observed Long-Term Performance of Geosynthetic Walls and Implications for DesignGeosynthetics International, 2002
- Soil Reinforcement Loads in Geosynthetic Walls at Working Stress ConditionsGeosynthetics International, 2002
- Short-Term Strain and Deformation Behavior of Geosynthetic Walls at Working Stress ConditionsGeosynthetics International, 2002
- Global Level of Safety and Performance of Geosynthetic Walls: An Historical PerspectiveGeosynthetics International, 2002
- Static Response of Reinforced Soil Retaining Walls with Nonuniform ReinforcementInternational Journal of Geomechanics, 2001
- Hyperbolic Parameters for Compacted SoilsJournal of Geotechnical Engineering, 1990
- The strength and dilatancy of sandsGéotechnique, 1986