A$=7$ B$=8$ Hemewerk $3$ : Foundation System Design of a Building

A public high school building will be constructed at the location where you completed your first assignment. Please develop an economical and safe foundation system design, taking into account bearing capacity and settlement criteria. The necessary dimensions of the building foundation provided below. Please adhere to the following guidelines during the design process:

Utilize the soil profile from your first homework assignment report.

Incorporate your calculations for shear strength angle from the first homework assignment report.

Each group member should design a foundation system using the same soil properties and considering the dimensions provided below.

The water level should be considered at the ground level.

You should follow these calculation process during your homework report:

Firstly, design a shallow foundation system for the high school building and check whether the bearing capacity is sufficient or not to carry the building load.

Check whether the settlement criteria is provided with the shallow foundation system you design. $($Total settlement must be less than $10cm).$ You should utilize Boussinesq Stress Distribution Theory to calculate stress increase by the building. $($DO NOT USE $2$:$1$ Method'$)$

Devign a deep foundation system considering the bearing capacity criteria and group effect. Determine diameter, length and number of a pile to carry the building load. The group efficiency factor should be near $1.$

Check whether the settlement criteria is provided with the deep foundation system you derign.

Beilding Preperties : $1A2Bm$ foundation area, $6$ story boilding without busement

$2$BPa load will be considered for cach story.

Resalt of the consolidation test : $,0=0\mathrm{.}7,Ce=0\mathrm{.}2A$

$($All moils are normally consolidated$)$