We have a 8m deep excavation in sandy soil, as per design we need to provide two levels of bracing. At top level (at 2m depth) we are using Deadman anchors. However, for 2nd level (waler is at 5m depth) our client is asking to install the H-beam in front of sheet piles so that load can be taken...
Hi,
I have to prove that a steel casing of OD 80cm is drivable by Vibro-hammer. The soil is loose to dense Sand . How can I calculate the casing drivabilty?
KS
I came across a relationship in which Pile Unit Skin Friction is calculated with SPT values as follows;
f (unit skin friction) = 3 N(spt)
I could not find the reference of it, is any body know the reference.
Hi guys,
I have to design the pile. I know how to calculate the compression and uplift pile capacity. But i don't know how to calculate the structural capacity for compression, uplift and lateral. Can you please help me and guide how to do the complete pile design. Any link or software...
