Static Capacity Prediction by Dynamic Methods for Three Bored Piles
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 12
1090-0241(2001)127:12(1078)/asset/798cb834-aa76-45a7-8fc6-3c33505dff31/assets/(asce)1090-0241(2001)127:12(1078).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Baker, C. N., Park, G., Braid, J.-L., Drumright, E. E., and Mensah, F. ( 1993). “Drilled shafts for bridge foundations.” Rep. No. FHWA-RD-92-004, Federal Highway Administration, Washington, D.C.
2.
Justason, M., Mullins, A. G., Robertson, D., and Knight, W. ( 1998). “A comparison of static and Statnamic load tests in sand: A case study of the Bayou Chico bridge in Pensacola, Florida.” Proc., 7th Int. Conf. and Exhibition on Piling and Deep Foundations, Deep Foundations Institute, Vienna, Austria, 5.22.2–5.22.7.
3.
Matsumoto, T., and Nishimura, S. ( 1996). “Wave propagation phenomena in Statnamic test of a steel pipe pile.” Proc., 5th Int. Conf. on the Application of Stress Wave Theory to Piles, F. C. Townsend, M. Hussein, and M. C. McVay, eds., Orlando, Florida, 1015–1030.
4.
Middendorp, P., Bermingham, P., and Kuiper, B. ( 1992). “Statnamic load testing of foundation piles.” Proc., 4th Int. Conf. on the Application of Stress Wave Theory to Piles, B. J. Barends, ed., Balkema, Rotterdam, The Netherlands, 581–588.
5.
Middendorp, P., and Bielefeld, M. W. ( 1995). “Statnamic load testing and the influence of stress wave phenomena.” Proc., 1st Int. Statnamic Seminar, Vancouver, Canada, 207–222.
6.
Nishimura, S., Yamashita, K., Ogita, N., Shibata, A., Kita, N., and Ishida, M. ( 1998). “One-dimensional stress wave simulation of rapid pile load tests, evaluation of boundary between Statnamic and dynamic loadings.” Proc., 2nd Int. Conf. on Statnamic Loading Test, O. Kusakabe, ed., Balkema, Rotterdam, The Netherlands, 337–344.
7.
Nishimura, S., Matsumoto, T., Kusakabe, O., Nishiumi, K., and Yoshizawa, Y. ( 2000). “Case studies of Statnamic load testing in Japan.” Proc., 6th Int. Conf. on the Application of Stress Wave Theory to Piles, S. Niyama, J. Beim, eds., Balkema, Rotterdam, The Netherlands, 591–598.
8.
Shibata, A., Kawabata, N., Wakiya, Y., Yoshizawa, Y., Hayashi, M., and Matsumoto, T. ( 2000). “A comparative study of static, dynamic, and Statnamic load tests of steel pipe piles driven in sand.” Proc., 6th Int. Conf. on the Application of Stress Wave Theory to Piles, S. Niyama, J. Beim, eds., Balkema, Rotterdam, The Netherlands, 583–590.
9.
Rausche, F., Goble, G. G., and Likins, G. E. (1985). “Dynamic determination of pile capacity.”J. Geotech. Engrg., ASCE, 111(3), 367–383.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 127 • Issue 12 • December 2001
Pages: 1078 - 1084
History
Published online: Dec 1, 2001
Published in print: Dec 2001
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.