nbr1
Geotechnical
- Feb 29, 2008
- 95
Typically, average vertical 'uplift' gradients are limited to about 0.5 near the landside toe of an embankment levee or dam; and where the
phreatic surface exits to the ground surface. What is the protocol for determining exit gradient if phreatic surface is buried; such that
it can be compared to limiting value of 0.5??
phreatic surface exits to the ground surface. What is the protocol for determining exit gradient if phreatic surface is buried; such that
it can be compared to limiting value of 0.5??