Kinematic response of pipe pile embedded in fractional-order viscoelastic unsaturated soil subjected to vertically propagating seismic SH-waves
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-023-01931-3.pdf
Reference57 articles.
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3. Dai DH, El Naggar MH, Zhang N, Gao YF (2020) Kinematic response of an end-bearing pile subjected to vertical P-wave considering the three-dimensional wave scattering. Comput Geotech 120
4. Dai DH, Naggar MHE, Zhang N, Wang ZB (2022) Rigorous solution for kinematic response of floating piles subjected to vertical P-wave. Appl Math Model 106:114–125
5. Liu QJ, Deng FJ, He YB (2014) Kinematic response of single piles to vertically incident P-waves. Earthq Eng Struct Dyn 43(6):871–887
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