My question is: who prepared the calculation in Excel file – is it from EE?
The thing is: why the pile quantity and pile sizing is so different? So is the sizing of EE too small or from Mr. Sittichai to big (conservative)? Who can tell us?
We shouldn’t use the price of foundation as basis to select the pile design. I’m not a civil engineer but I heard that the soil condition is not good it site, so that you had to accumulate two piles together for each pile – so with this information I would tend to use the conservative (bigger) one.
So please inform me: who can select the correct foundation size from civil engineering side and takes the responsibility for its correctness?
Many thanks in advance.