About this document
Advanced Geotechnical Slope Analysis by Walter is a document available to read on EtoBox.
1. A 10m high vertical retaining wall originally experienced an active earth pressure of 50 kN/m^2 at the base. A 20 kN/m^2 surcharge was later applied. The maximum pressure after surcharging will be the active pressure plus the surcharge, or 70 kN/m^2. The resultant force on the wall can be calculated from the pressure and wall dimensions. 2. Culmann
- Author
- Walter
- Language
- EN