Thanks for all your inputs.
Unfortunately, our basis for soil properties are only the structural design data from our mother company which is from another country.
We will have a hard time getting in touch with the geotech engineer in this matter, so for simplicity and faster design, we opt for...
Hi all,
I just want to clarify my design using FEM analysis for mat foundation. Please correct me if I'm wrong.
For the subgrade modulus, I used qa(FS)/allowable settlement.
This comes from the link below.
https://www.structuremag.org/?p=1239
Now for my concern, does the base pressure results...
