I have a project of 3 basement + ground floor + 7 typical floors
the basement is at 15 meter depth i put my pile foundation at 21 meter from EGS. Total length of pile is 6 meter. I need the lateral load for this using Brinch metehod at 0.5 m pile diamter and 0.6 meter pile diameter. can anyone...
sir thanks for your rply,
actually sir this my situation.
From Brinch method i used the formula of Pxu = Cu*Kc
where Cu = Unconfined compressive strength
Kc can obtained to the graph that brinch provided (Kc vs. L/D)
Is this applicable to my design for lateral load if i put the pile...
Good day,
I just want to ask for the lateral load capacity.
I want a clarification for lateral load capacity, am i correct that if the diameter of the pile is increasing the lateral load is decreasing for the same depth?
