Pile load calculation
Pile load calculation
(OP)
Guys:
Can you please shed some light on to estimation of pile capacity (steel C3X6 or W6X9 sections) driven into soil. These are meant for fixed and single-axis trackers for solar panels, driven around 10-20' deep.
We have bore log information (only the SPT blow counts and visual soil clarification) and I am wondering based on experience which method would give reasonable results (in-lieu of pile load tests) for the compression, uplift capacity estimate?
Thanks
NT
Can you please shed some light on to estimation of pile capacity (steel C3X6 or W6X9 sections) driven into soil. These are meant for fixed and single-axis trackers for solar panels, driven around 10-20' deep.
We have bore log information (only the SPT blow counts and visual soil clarification) and I am wondering based on experience which method would give reasonable results (in-lieu of pile load tests) for the compression, uplift capacity estimate?
Thanks
NT





RE: Pile load calculation
RE: Pile load calculation
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RE: Pile load calculation
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RE: Pile load calculation
NT
RE: Pile load calculation
Thanks, too, for the reference Cliff . . .
RE: Pile load calculation
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