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Publications by [Naesgaard E.]
Total Items found:
Amini A.
,
Fellenius B. H.
et al.
The API alpha method gave good agreement with test shaft capacities in clay for the bored piles and under prediceted the capacities for the driven piles. The CPT and CPTu methods underestimated the shaft resistance by 35% to 60% for bored piles and more so ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
61st Canadian Geotechnical Conference, Edmonton, 2008
