Publication Abstract

Proceedings of the International Conference on Deep Foundations, Seepage Control and Remediation (41st Annual), 2016, New York, NY-Deep Foundations Track, (DFI)

Pressure-Grouting Improves Performance of Helical Piles: A Production Case History, Static Load Test Results, and Comparisons to Predicted Lateral Deflection and Axial Resistance
Karen J. Dawson, P.E., Francisco Johnson

Pressure-grouted high strength helical displacement piles are a recently developed pile type that can be useful in conditions where noise or vibrations must be low or where access or clearance is limited. However, there is no information in the literature

 article #2517; publication #1023 (AM-2016-DF)