Table of Contents
Advertisement
DVVA II 4000
Wu Report
The Wu equation was developed to describe the pressure and density dependency of soil. For
granular soils, the stress response to a strain input depends explicitly of density, and the tangen-
tial stiffness depends on pressure in a way which is weaker than linear.
Refer to
Modified Heckel
400-42803-01 (Rev B) - July 2017
Report, page
for an explanation of the fields on this dialog.
5-22
Open
5-25
Advertisement
Table of Contents
Troubleshooting
Need help?
Do you have a question about the DVVA II 4000 and is the answer not in the manual?
Questions and answers