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Improving dynamic soil parameters and advancing the pile signal matching technique
Institution:1. Laboratory for Geotechnical and Geoenvironmental Engineering (LG2), École de technologie supérieure, 1100 Notre-Dame Ouest, Montreal, QC H3C 1K3, Canada;2. Department CGM, École Polytechnique de Montréal, P.O. Box 6079, Station CV, Montreal, QC H3C 3A7, Canada;3. Laboratory for Geotechnical and Geoenvironmental Engineering (LG2), École de technologie supérieure, 1100 Notre-Dame Ouest, Montreal, QC H3C 1K3, Canada;4. GeoHydroSol, 52 Hassan II avenue, Fes, Morocco
Abstract:The pile signal matching technique widely used for estimating vertical resistances of piles during construction is highly influenced by the assumed dynamic soil parameters. Due to the lack of understanding and supporting data, constant soil parameters for the entire pile length have been routinely used. This practice is unrealistic and compromises the signal match quality. Using recently completed field tests, this paper develops empirical equations for dynamic soil parameters in terms of measureable soil properties and proposes an improved signal matching technique, thereby allowing for better match quality.
Keywords:CAPWAP  Damping  Signal matching analysis  Quake  Pile  Dynamic analysis
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