New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves-Reference-Cited by-同舟云学术

New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves

Published:2022-10 Issue:5 Volume:62 Page:101201
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Wang Lilin,Ishihara Takeshi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference47 articles.

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5. Foundation analysis and design;Bowles,1993

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3. Numerical Simulation of Piles in a Liquefied Slope Using a Modified Soil–Pile Interface Model;Applied Sciences;2023-05-30

4. Effect of damping on dynamic soil reaction curves used in 1D spring models to consider soil-structure interaction;6TH INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING FOR SUSTAINABLE DEVELOPMENT (ICCESD 2022);2023