ENHANCING THE UNDERSTANDING OF PILE BEHAVIOR THROUGH COMBINED ANALYSIS OF PDA AND PIT TEST DATA
Abstract
The present investigation provides a detailed examination of pile behavior based on data from the SASEC Dhaka-Sylhet Corridor Road Investment Project using Pile Driving Analyzer (PDA) and Pile Integrity Testing (PIT). The purpose was to use non-destructive testing techniques to rapidly assess pile capacity and structural integrity. The study employed high strain dynamic pile testing (HSDPT) to track force and velocity in order to assess load-bearing capability. Subsequent analysis was done using CAPWAP software. The mobilized pile capacity, as measured through the dynamic pile tests, was 4198 kN. When pile shaft integrity was evaluated via PIT testing, certain small impedance losses emerged at specified depths, despite the allowed range of values. The outcomes provide suggestions to strengthen testing processes for improving structural performance and safety and demonstrate the accuracy of PDA and PIT testing in evaluation of foundation of building, especially in large-scale construction initiatives.
References
Alwalan, M., and El Naggar, M. Analytical models of impact force- time response generated from high strain dynamic load test on driven and helical piles. Computers and Geotechnics 128 (2020), 2–5.
Balasingam, P., Roshani, P., and Jagodich, J. High strain dynamic pile testing in a challenging soil condition–a case study in southern alberta, canada. The International Information Center for Geotechnical Engineers (2015), 4–5.
Budi, G. S., Kosasi, M., and Wijaya, D. H. Bearing capacity of pile foundations embedded in clays and sands layer predicted using pda test and static load test. Procedia Engineering 125 (2015), 406–410.
Chatterjee1a, K., Choudhury, D., Rao2b, V. D., and Mukher-jee3c, S. Dynamic analyses and field observations on piles in kolkata city. Geomechanics and Engineering (2015), 2–3.
Fakharian, K. A case study on the application of pile driving ana-lyzer (pda) and capwap analysis to bearing capacity of piles. In ISOPE International Ocean and Polar Engineering Conference (2000), ISOPE, pp. ISOPE–I.
Goble, G. G., Scanlan, R., and Tomko, J. J. Dynamic studies on the bearing capacity of piles. In Ohio Highway Engineering Conference Proceedings (1967), pp. 2–3.
Harahap, M., Ibrahim, A., Majid, M. A., and Ling, F. Estimation of driven pile capacity in soft soil based on limited geotechnical data: A case study. In Journal of Physics: Conference Series (2019), vol. 1349, IOP Publishing, p. 012120.1
Li, S., Li, H., and Gao, J. Research on bearing capacity of simply supported skew bridge based on load test. In E3S Web of Conferences (2021), vol. 233, EDP Sciences, p. 03008.
Orlando, M., Ligthart, J., van Wijk, J., and Raymackers, S. Pda measurements: fact or fiction. In 11th International Conference on Stress Wave Theory and Design and Testing Methods for Deep Foundations (2022), pp. 3–4.
Salem, T. N., El-Saei, A. S., Krajn´ıkov´a, K., Katunsk`y, D., and Hassan, R. Numerical investigation of large-diameter bored piles under high-strain dynamic testing: A case study in new alamein city. Buildings 14, 4 (2024), 1133.
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