New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves
Author(s): |
Lilin Wang
Takeshi Ishihara |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | Soils and Foundations, October 2022, n. 5, v. 62 |
Page(s): | 101201 |
DOI: | 10.1016/j.sandf.2022.101201 |
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10693327 - Published on:
23/09/2022 - Last updated on:
23/09/2022