<< Click to Display Table of Contents >> Navigation: Dynamic Probing > Process test data > Deep foundation bearing capacity |
With this option the bearing capacity of driven pile in tons is calculated using Meyerhof’s method, using similarity of the penetrometer driving with piles driven by the hammer.
The following parameters must be supplied:
•Pile length
•Average Nspt pile base
•Average Nspt pile column
•Pile diameter
•Lateral safety coefficient
•Safety coefficient at tip
Calculation occurs as each new parameter is entered and the cursor is tabbed to the next field.
© GeoStru Software 2022