Instrumenting offshore piles with strain gauges and accelerometers to monitor the driving performance of hammer, dynamic stresses, pile integrity, and pile/ soil response to measure mobilized compressive capacity has been one of SGES’s core competencies.
A pre-installation drivability study for various driving conditions (i.e., SRD’s- soil resistance to driving) will be performed (using GRLWEAP software) to choose the optimal hammer size necessary to drive the pile safely to the intended target penetrations. The force and velocity signatures captured by the PDA are further analyzed using signal matching software, CAPWAP, to confirm the mobilized compressive capacity (together with resistance distribution along shaft and toe) and arrive at dynamic soil constants.
A team of qualified, experienced, and PDCA/PDI-certified geotechnical engineers/technicians with advanced to expert ratings will be mobilized on every project. The rich experience gained over several offshore pile driving monitoring projects of various oil companies enables us to make good field measurements and engineering judgments/ interpretations required for pile acceptance. The same test method can also be used to monitor pre-cast driven piles for hammer/driving system performance, driving stresses, and soil resistance to driving for the construction of on-land projects.
SGES Experience/Credentials:
It is a quick, non-destructive test to measure the mobilized compressive capacity and evaluate the bored pile's structural integrity. The pile top is instrumented with a pair of strain gages and accelerometers to measure force and velocity signatures upon an impact by a free fall guided drop-weight.
The force and velocity signatures thus captured by the PDA are further analyzed using a signal matching software, "CAPWAP", to confirm the mobilized compressive capacity (together with resistance distribution along shaft and toe) and to arrive at dynamic soil constants. CAPWAP will also provide an equivalent static load-deformation curve. An experienced and PDCA/PDI certified geotechnical engineer with extensive knowledge of operating PDA and wave theory can decide when to stop the testing and raise concerns about defects/damage.
This test method is advantageous over the conventional static load test method by reducing testing time and providing additional information such as pile integrity. SGES, since its inception, has been involved in the quality control of deep foundations on various projects by testing the piles (of sizes varying from 3 inches to 1.5m diameter) with dynamic methods and providing solutions to anomalies if detected. Usually, 5% of the piles will be tested for load carrying capacity using HSDT, providing quality control for the installed pile.
SGES Experience/Credentials: