Hi
I am still confused with soil data i have to choose for the design of a working platform.
I have 2m of granual improved compacted granular material and cohesive subgrade. Water table is 1m below ground level.
What value do i choose for the granual density:
Bulk unit weight;
Saturated...
I am still confused with waht values of density to choose for a piling platform design.
I have 2m of granular material which is compacted and water table is at 1m below gound surface. The subgrade is cohesive material.
What weight do i choose fo the granular material; is it the unit weight...
Hi everyone
Could you please help me out with definitions of the following:
Submerged Density;
Drain and Undrained condition;
and in practice what state of the soil do the describe
Thanks