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LRFD Geotech Report

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ztengguy

ztengguy

Structural
Joined
May 11, 2011
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708
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When providing guidance on foundation design for LRFD, do you provide a Interface friction angle or do you provide a coefficient of sliding resistance?
Also for the sliding resistance factor, how do you get a value of 1? Isnt the idea to be a factore to reduce the value?

Thanks
 
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