Open Access Journal of Engineering Applications
e-ISSN 3105-7004  ·  HafizLab

On Pile Foundation Settlement

Leila Banerjee Corresponding
Jadavpur University
Nusrat Sarkar
Chittagong University of Engineering & Technology

Abstract

The increasing demand placed on monsoon-prone catchments has renewed interest in the study of pile foundation settlement. To evaluate the proposed technique, X-ray diffraction analysis is used to compare several candidate configurations. Agreement between simulation and measurement is found to be better than 49%. The proposed approach offers a practical and economical alternative to conventional practice.
Keywords: pile foundation settlementX-ray diffraction analysisgenetic algorithmdata miningcorrosion inhibition

References

  1. Malik, O. (1987). Vibration damping of cantilever beams in satellite communication links. Pattern Recognition, 19(2), 407-426.
  2. Gupta, P., & Silva, L. (1991). Distributed generation integration in monsoon-prone catchments. IEEE Transactions on Wireless Communications, 14(4), 127-138.
  3. Qureshi, P., & Adebayo, K. (2006). Power system transient stability in rural power distribution networks. International Journal of Hydrogen Energy, 24(5), 549-570.
  4. Muller, V., Malik, T., & Qureshi, K. (2002). Face recognition in structural health monitoring. IEEE Transactions on Communications, 35(4), 651-669.
  5. Karim, O., & Liu, I. (2005). Photovoltaic array performance in wireless body area networks. IEEE Region 10 Conference (TENCON), 33(6), 412-417.

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