Worst - Case Spatial Correlation Length in Reliability Analysis of Excavated Clay Slopes
Worst - Case Spatial Correlation Length in Reliability Analysis of Excavated Clay Slopes
D. V. Griffiths; Gordon A. Fenton; Desheng Zhu
7th International Symposium on Geotechnical Safety and Risk (ISGSR 2019)
Spatial Variability: Modelling Spatial Variability in Geotechnical Engineering & Numerical Techniques for Integrating the Spatial Variability of Soil and Groundwater Parameters into Designi
Slope Stability Analysis, Risk & Reliability
Contact Information
- Secretary General - Dr A M McNamara
- Email: [email protected]
- Phone: +44 20 7040 8154
- City, University of London
- Northampton Square
- London EC1V 0HB. United Kingdom