This preview shows page 1. Sign up to view the full content.
Unformatted text preview: 7.7kPa (d) The model would not be expected to behave in the same way as the real embankment, because the operational values of φ ' peak at corresponding depths in the model and the real embankment are quite different. Figure Q2.4: Shear stress against normal effective stress at peak...
View Full Document
This note was uploaded on 12/28/2011 for the course CHM 4302 taught by Professor Stuartchalk during the Fall '11 term at UNF.
- Fall '11
- Analytical Chemistry