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values in pressuremeters

values in pressuremeters

values in pressuremeters

(OP)
What do you think about the values of pressuremeters for piles foundation? Are very overestimated in deep clays, concretely in marls in comparation with laboratory tests? I have any problems with the values when I apply these in the COAM formulation and the pressuremeters formulation.
Could anybody help me with a real case in construction or any article where I see the contrast?

Thank you very much
 

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