New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves
Auteur(s): |
Lilin Wang
Takeshi Ishihara |
---|---|
Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Soils and Foundations, octobre 2022, n. 5, v. 62 |
Page(s): | 101201 |
DOI: | 10.1016/j.sandf.2022.101201 |
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sur cette fiche - Reference-ID
10693327 - Publié(e) le:
23.09.2022 - Modifié(e) le:
23.09.2022