nagatalluri
Geotechnical
Guys:
Can anybody suggest an empirical method or rule of thumb for measuring the pullout capacity of the Channel or I sections driven into soil based on the SPT bore log information?
We generally perform pullout tests to estimate this but trying to get an estimation prior to pull out tests in order to optimize the length of pile to be tested.
Thanks
NT
Can anybody suggest an empirical method or rule of thumb for measuring the pullout capacity of the Channel or I sections driven into soil based on the SPT bore log information?
We generally perform pullout tests to estimate this but trying to get an estimation prior to pull out tests in order to optimize the length of pile to be tested.
Thanks
NT