Hi, long time haven't post in here,
Right now i'm having a problem of making a decision whether a CSP pile is acceptable or not.
I had a report of a PIT (Pile Intergrity Test) of 13 driven CSP piles condition, the report contains the PIT Graphs and also the summary of BTA value.
From the BTA...
My name is jeff, and a fresh graduate structural engineer.
I'm facing a problem in reviewing a foundation for a fuel tank, the foundation is composed of 13 dia.400 m CSP pile, with the circular patterns as i attach below:
the problem is, i can't find the efficiency for circular patterned pile...