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Publications by [Harris D. E.]

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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
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 ...
Reference: "Canadian Geotechnical Journal, Vol. 41, No. 4., pp. 613-628"