hello ,
I am modeling a 20 stories and 4 basements building .
I am designing the foundation .
The soil is sandy and have a low bearing capacity and the water table is at ground level .
What i need to know is how can i define the water pressure at the mat ? is it by simpply applying a +z surface load ( of 10kn/m3 * h(water height))?
Thank u in advance
Hi
You can use Hydraustatic pressure.
Please find the attached file.
@rabih.zakharia wrote:hello ,
I am modeling a 20 stories and 4 basements building .
I am designing the foundation .
The soil is sandy and have a low bearing capacity and the water table is at ground level .
What i need to know is how can i define the water pressure at the mat ? is it by simpply applying a +z surface load ( of 10kn/m3 * h(water height))?
Thank u in advance
Surface Load with loads going Up for Base and Hydraulic Pressure for Walls on Mat Footing.