A Study of Laterally Loaded Piles after Failure
Author:
Affiliation:
1. Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA; Cairo Univ., Giza, Egypt; WSP USA, Inc., Irvine, CA.
2. Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485323.013
Reference4 articles.
1. Budek A. Benzoni G. and Priestley M. J. (1994). In-Ground Plastic Hinges in Column/Pile Shaft Design. Proceedings 3rd Annual Caltrans Seismic Research Workshop. Caltrans.
2. Priestley, M. J., Seible, F., and Calvi, G. M. (1996). Seismic Design and Retrofit of Brdiges. New York: John Wilen and Sonces, Inc.
3. Flexural Strength and Ductility of Extended Pile-Shafts. II: Experimental Study
4. Shear demands of rock-socketed piles subject to cyclic lateral loading;Farrag R.;DFI Journal,2020
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