Hi,
Is there any literature which I can claim as support for my argument, as i need to convince my boss and the client also.
If at all I have to lump the soil mass along the length of the pile, then the whole system will become a single degree of freedom system which will be quiet simple to...
Hi, Garettk,
Since, the pile dia. is only 330mm, hence, iam feeling that it should be treated and analyzed more like a pile foundation.
But how to proceed further is what is the need of the hour.
Thanks,
Hi,
I am assigned a job to design the pile foundations for Engine generating sets which are supported over the springs. The proposed pile cap is 2m thick and the soil beneath is soft clay upto 3m and hard to stiff clay upto 6m. The soil from 6m to 19.5m is prone to liquefaction and from 19.5 to...
