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STATIC LOADING TEST ON A 45 M LONG PIPE PILE IN SANDPOINT, IDAHO (2003)
The analyses of the results of the static loading test have included correction for residual load caused by fully mobilized negative skin friction down to 10 m depth and fully mobilized positive shaft resistance below 30 m depth with approximately no transfer of load between the pile and the clay from 10 m depth through 30 m depth.
Reference:
"Canadian Geotechnical Journal, Vol. 41, No. 4., pp. 613-628"
"Canadian Geotechnical Journal, Vol. 41, No. 4., pp. 613-628"
Organization:
University of Ottawa
USA
University of Ottawa
USA
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