The ø = 0 analysis of stability and its theoretical basis.
The ø = 0 analysis of stability and its theoretical basis.
A. W. Skempton
2nd International Conference on Soil Mechanics and Foundation Engineering (Rotterdam)
THEORIES, HYPOTHESES, CONSIDERATIONS OF A GENERAL CHARACTER
Slope Stability Analysis
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