Can piles be made under the column and raft on the other side?

T

teknikisler

New Member
Basically, remains of historical artifacts In a project I worked on, it is not possible to manufacture a single piece of raft foundation due to the fact that it is basically a remnant of historical artifacts. The base has to be 4 parts. There is a main part, we can make it a complete raft foundation. but other parts are quite small. Although there is no problem with the large raft, can I open a 2.5-3 meter well under the rafts for small parts (especially one of which is very small, 1 meter by 1 meter) and manufacture like a piled raft foundation or if there are friends working on this subject, can I get an idea? .
 
Is there a pile under the column and a raft on the other side I've asked about this before. I guess I couldn't get an answer because it wasn't clear what I was asking. I felt the need to ask again, simplifying my problem. Thank you in advance to those who will help and give ideas. Since we do not have the possibility of a single piece of raft, we have to analyze the foundation as 3 pieces, since it is basically a historical artifact residue. The question is, is it possible to carry that column with piles since there is a small area where the column coincides due to the remains in the foundation. (There is no possibility to find a solution without putting the column in that area) Is it possible to pile under this column and make a raft foundation on the other side? How can we add this to the basic account.
 
Re: Partial basis Hello; It can be done, of course. Model it exactly as you say. While modeling, you should pay attention to the following; - If you are not going to make a superstructure interactive solution, the task of the small foundation piece will only be to act as a pile cap. For this, you can equip a single foundation or a raft foundation with the required rigidity. - If you want to make a superstructure interactive solution, model small foundation pieces as raft foundations and you can model, analyze and dimension piles by defining the necessary parameters under these foundations. - In the first case, to size the pile, you need to design independently of the structure, taking into account the column load from the superstructure. In the latter case you can size the pile with the structure. Best regards.
 
Re: Fragmented basis Thank you for your reply. The area is so small (about 1x1 meter) that it is not possible to define it as a raft. When I define raft and the superstructure interactively dissolves, the ground does not save safety. In this case, I will try with the first option.
 
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