98
Views
0
CrossRef citations to date
0
Altmetric
Civil Engineering

Interpretation of bi-directional pile load Tests using instrumented gauge data

ORCID Icon, , &
Pages 96-107 | Received 19 Feb 2023, Accepted 14 Jul 2023, Published online: 08 Nov 2023

References

  • Baca, M., W. Brzakała, and J. Rybak. 2020. “Bi-Directional Static Load Tests of Pile Models.” Applied Science 10 (16): 5492. doi: 10.3390/app10165492.
  • Bui, T. Y., Y. Li, S. A. Tan, and C. F. Leung. 2005. “Back Analysis of O-Cell Pile Load Test Using FEM.” In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, September 12–15, 2005, 1959–1962. Amsterdam: IOS Press. doi:10.3233/978-1-61499-656-9-1959.
  • Choi, Y., M. Nam, and T. H. Kim. 2015. “Determination of Loading Capacities for Bi-Directional Pile Load Tests Based on Actual Load Test Results.” Journal of Testing and Evaluation 43 (1): 18–30. doi:10.1520/JTE20120325.
  • Dai, G., and W. Gong. 2012. “Application of Bi-Directional Static Loading Test to Deep Foundations.” Journal of Rock Mechanics and Geotechnical Engineering 4 (3): 269–275. doi:10.3724/SP.J.1235.2012.00269.
  • England, M. 2003. “Bi-Directional Static Load Test – State of the Art.” In Proceedings of the 4th International Symposium on Deep Foundation on Bored and Auger Piles, Ghent, Belgium, June 2–4, 2003, 309–313. Amsterdam: IOS Press.
  • Kim, S. R., and S. G. Chung. 2012. “Equivalent Head-Down Load Vs. Movement Relationships Evaluated from Bi-Directional Pile Load Tests.” KSCE Journal of Civil Engineering 16 (7): 1170–1177. doi:10.1007/s12205-012-1700-8.
  • Kim, H. J., and J. L. C. Misson. 2010. “Improved Evaluation of Equivalent Top-Down Load-Displacement Curve from a Bottom-Up Pile Load Test.” Journal of Geotechnical and Geoenvironmental Engineering 137 (6): 568–578. doi:10.1061/(ASCE)GT.1943-5606.0000454.
  • Lee, J. S., and Y. H. Park. 2008. “Equivalent Pile Load–Head Settlement Curve Using a Bi-Directional Pile Load Test.” Computers and Geotechnics 35 (2): 124–133. doi:10.1016/j.compgeo.2007.06.008.
  • Lin, S. S., W. N. Chen, S. Chaiyaput, and C. H. Lai. 2021. “Compression Load Tests on Bored and Barrette Piles Founded in Gravelly Sediments.” Proceedings of the Institution of Civil Engineers- Geotechnical Engineering 174 (2): 181–192. doi:10.1680/jgeen.20.00023.
  • Loadtest. 2001. “Construction of the Equivalent Top-Loaded Load-Settlement Curve from the Results of an O-Cell Test.” Loadtest Appendix to Reports.
  • Melentijevic, S., and C. Olalla. 2014. “Different FEM Models for Simulation of the Osterberg Load Test in Rock Shafts.” In ISRM Regional Symposium - EUROCK 2014, Vigo, Spain, May 27–29, 2014, 775–781. Salzburg: ISRM. doi:10.1201/B16955-133.
  • Mission, J. L. C., and H. J. Kim. 2011. “Design Charts for Elastic Pile Shortening in the Equivalent Top–Down Load–Settlement Curve from a Bidirectional Load Test.” Computers and Geotechnics 38 (2): 167–177. doi:10.1016/j.compgeo.2010.11.001.
  • Omer, J. R., R. Delpak, and R. B. Robinson. 2002. “Instrumented Load Tests in Mudstone: Pile Capacity and Settlement Prediction.” Canadian Geotechnical Journal 39 (6): 1254–1272. doi: 10.1139/t02-072.
  • Omer, J. R., R. Delpak, and R. B. Robinson. 2010. “An Empirical Method for Analysis of Load Transfer and Settlement of Single Piles.” Geotechnical and Geological Engineering 28 (4): 483–501. doi:10.1007/s10706-010-9307-7.
  • O’Neill, M. W., D. A. Brown, F. C. Townsend, and N. Abar. 1997. “Innovation Load Testing of Deep Foundations.” Transportation Research Record: Journal of the Transportation Research Board 1569 (1): 17–25. doi:10.3141/1569-03.
  • Osterberg, J. O. 1998. “The Osterberg Load Test Method for Bored and Driven Piles the First Ten Years.” In Proceedings of the Seventh International Conference & Exhibition on Piling and Deep Foundations, Vienna, Austria, June, 1998, 15–17. Hawthorne, New Jersey: DFI.
  • Pelecanos, L., K. Soga, M. P. M. Chunge, Y. Ouyang, V. Kwan, C. Kechavarzi, and D. Nicholson. 2017. “Distributed Fibre-Optic Monitoring of an Osterberg-Cell Pile Test in London.” Géotechnique Letters 7 (2): 152–160. doi:10.1680/jgele.16.00081.
  • Ruban, T., and D. A. Kort. 2011 “Pile Load Testing of Concrete Belled Pile and Rock Socket Pile Using the Osterberg Load Cell.” In 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering 64th Canadian Geotechnical Conference, Toronto, Ontario, Canada, October 2–6, 2011, 1–8. London: ISSMGE.
  • Russo, G. 2013. “Experimental Investigations and Analysis on Different Pile Load Testing Procedures.” Acta Geotechnica 8 (1): 17–31. doi:10.1007/s11440-012-0177-4.
  • Schmertmann, J. H., and J. A. Hayes. 1997. “The Osterberg Cell and Bored Pile Testing – a Symbiosis.” Proceedings of the Third International Geotechnical Engineering Conference, Cairo, Egypt, January 5–8 1997.
  • Schmidt, H. H., and T. K. Rumpelt. 1993. “Pile Load Capacity in Preconsolidated Keuper Marls of South West Germany: Design and Performance.” In Proceedings of the International Symposium on Geotechnical Engineering of Hard Soils-Soft Rocks, Athens, Greece, September 20–23, 1993, 1021–1027. Vol. 2. Boca Raton, Florida: CRC Press.
  • Wright, S. J., and L. C. Reese. 1979. “Design of Large Diameter Bored Piles.” Ground Engineering 12 (6): 17–23.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.