Lateral load capacity
Lateral load capacity
(OP)
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 give me some sample coputation for this prblem.
UCS value = 13.1 kg/cm2
soil profile from 15 - 21 meter is rock composed of mudstone
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 give me some sample coputation for this prblem.
UCS value = 13.1 kg/cm2
soil profile from 15 - 21 meter is rock composed of mudstone





RE: Lateral load capacity
Just for curiosity, Why does is it need to be necessarily using that method?
RE: Lateral load capacity
Your structure is multistory and hand methods should be verified by computer output. Also if this is your first time analyzing lateral loads, this is too complex a project-seek an experienced engineer's advice.
www.FoundEng.com
RE: Lateral load capacity
In the big scheme of things, you can approximate "C" by the value phi/10 where the value of C is never less than unity. Bear in mind the use of Cp requires that the pile-to-pile spacing in plan dimension is at least 3B, but should really be at least "C"B so you don't overstress the plane strain condition.
f-d
¡papá gordo ain't no madre flaca!
RE: Lateral load capacity