Kinematic response of end-bearing piles in inhomogeneous soils under P-wave excitation
Author:
Affiliation:
1. KU Leuven
2. The University of Campania “Luigi Vanvitelli”
3. Quantum Neural Technologies QNT
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/55/10_v10.OS-44-05/_pdf
Reference22 articles.
1. 1) Abramowitz, M., and Stegun, I. A. (Eds.). (1964): Handbook of mathematical functions with formulas, graphs, and mathematical tables (Vol. 55). US Government printing office.
2. 2) Anoyatis, G., and Mylonakis G., (2012): Dynamic Winkler modulus for axially loaded piles, Geotechnique, 62(6):521-536. doi.org/10.1680/geot.11.P.052.
3. 3) Anoyatis, G., Di Laora R., Mylonakis G., (2013): Axial kinematic response of end-bearing piles to P waves, Int J Numer Anal Methods Geomech, 37(17):2877-2896. doi.org/10.1002/nag.2166.
4. 4) Anoyatis, G., and Lemnitzer, A. (2017a): Dynamic pile impedances for laterally–loaded piles using improved Tajimi and Winkler formulations. Soil Dynamics and Earthquake Engineering, 92, 279-297. doi.org/10.1016/j.soildyn.2016.09. 020.
5. 5) Anoyatis, G., and Lemnitzer, A. (2017b): Kinematic Winkler modulus for laterally-loaded piles. Soils and Foundations, 57(3), 453-471. doi.org/10.1016/j.sandf.2017.05.011.
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