Hello
I am advising on the founding depth for a raft foundation for a warehouse on soft clay. I want to calculate the depth of influence as there is a hard layer near to surface, if I treat the raft as a slab (so this would 35m x 20m) I am being too conservative?
Would it be more realistic to...
Hello
We are doing the geotech for a plant site. The site needs 250kPa bearing and has been stripped to good ground.
However in order to get the correct levels the client will be placing engineered fill.
Is it it possible to use the CBR to indicate the bearing capacity of the fill once...
Hello
I am calculating the slope stability for an earth dam.
The material has been mixed with cement and has a cu=190kpa. When the slope is modeled in an undrained state for seimic load of 0.33g it holds up with an FS over 3.
However the drained steady state model c'=7 and phi=37 (assumed...
