Investigation of pore pressures during high-velocity impact by a free fall penetrometer

• Main Authors: Muhammad Bilal Mumtaz (10185224), Nina Stark (10183559)
• Format: Dataset
• Language: unknown
• Published: 2018
• Subjects: Uncategorized; Free-fall penetrometer; Consolidation properties; In-situ site investigations; Pore pressures; Civil Engineering; Geotechnical Engineering; Herschel Island
• Online Access: https://doi.org/10.7294/w489141d

Free-fall penetrometers (FFPs) are an attractive tool for the rapid characterization of sediments in the nearshore and coastal areas. To improve their measurement capabilities, modern FFPs can be equipped with pore pressure sensors. Pore pressure measurements are extensively used in traditional cone penetration testing, but their usage and interpretation is still limited for FFP testing. This study represents an effort to advance the interpretation of pore pressure measurements from FFP testing. Data was collected using the torpedo-shaped FFP BlueDrop during surveys at Herschel Island, YT, Yakutat, AK, Clay Bank, VA, and Yorktown, VA. Two major advancements regarding current data analysis of FFP pore pressure measurements were explored: 1) a method based on fluid dynamic principles was proposed to correct the pressure recordings for the dynamic flow effects due to the high-velocity fall and impact. The results show that using Bernoulli’s theorem coupled with the concept of pressure coefficients results in good agreement between measured and hydrostatic pressures during the free-fall and initial penetration stage. 2) Pore pressure dissipation curves measured by the penetrometer at rest at maximum penetration depth were also studied. The mechanisms behind the non-standard dissipation curves were explored. This dataset contains data that was used during this study and was collected during field surveys to the aforementioned sites.