Thanks for all your comments, very appreciated.
The things is this.
For the design of drilled piers to be done near the coast line.
We made a boring hole down to 25m.
THe soils that came out in the SPT samples, after lab analysis was 80% sand 20% fine soil, in which at least half the depth...
Good nigth everyone
MY name is Rafael, Im from Mexico.
One question, hope someone can comment about.
A sand with more that 12% of fine soil (SM) would be considered a cohesive soil and behave like one?
This is to see if I should work with a cohesive of friction soil, in order to use...
