Reply to the discussions on “The influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls”Appears in Canadian Geotechnical Journal, 44: 1479–1482 and 44: 1483.
- 1 December 2007
- journal article
- Published by Canadian Science Publishing in Canadian Geotechnical Journal
- Vol. 44 (12), 1484-1490
- https://doi.org/10.1139/t07-102
Abstract
No abstract availableKeywords
This publication has 5 references indexed in Scilit:
- Development of the K-stiffness method for geosynthetic reinforced soil walls constructed with c-ϕ soilsCanadian Geotechnical Journal, 2007
- Evaluation of K-Stiffness Method for Vertical Geosynthetic Reinforced Granular Soil Walls in JapanSoils and Foundations, 2007
- Soil Reinforcement Loads in Geosynthetic Walls at Working Stress ConditionsGeosynthetics International, 2002
- Numerical Investigation of the Effects of Geosynthetic Spacing on Failure Mechanisms in MSE Block WallsGeosynthetics International, 2001
- Unified Design Approach to Geosynthetic Reinforced Slopes and Segmental WallsGeosynthetics International, 1995