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DESIGN OF PILE FOUNDATIONS FOR THE SAND CREEK BYWA, SANDPOINT IDAHO (2003)
The evaluation of pile axial capacity included the use of a variety of methods, including total stress, effective stress, and empirical methods using the results of piezocone soundings and conventional borehole and laboratory tests.
Reference:
Proceedings of Deep Foundation Institute Annual Meeting, Miami
Proceedings of Deep Foundation Institute Annual Meeting, Miami
Organization:
Bengt Fellenius Consultants Inc
USA
Bengt Fellenius Consultants Inc
USA
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