Your single point of reference for all your Geotechnical Inquiries
Publications tagged with [toe bearing]
Total Items found:
Direct CPT method is proposed for determining the toe capacity of a single displacement pile. The method makes use of a simple mathematical rule for determining the average cone resistance, qc, adjusting it to the effective stress and relating it to the unit ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
International Symposium on Cone Penetrometer Testing, CPT 95, Linkoping Sweden