Dynamic p-y analysis method based on cone penetration test results for monopiles in sand-Reference-Cited by-同舟云学术

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Dynamic p-y analysis method based on cone penetration test results for monopiles in sand

Published:2022-12 Issue: Volume:163 Page:107503
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Kim Jinoh,Kim Garam,Lee Junhwan

Funder

Korea Agency for Infrastructure Technology Advancement

Ministry of Land, Infrastructure and Transport

Ministry of Science, ICT and Future Planning

National Research Foundation of Korea

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference41 articles.

1. CPT-based p-y analysis for mono-piles in sands under static and cyclic loading conditions;Kim;Geomech Eng,2015

2. Design of monopiles for offshore wind turbines in 10 steps;Arany;Soil Dynam Earthq Eng,2017

3. Piles under dynamic loads;Novak,1991

4. Dynamic analysis for laterally loaded piles and dynamic p-y curves;El Naggar;Can Geotech J,2000

5. A simplified model for lateral response of large diameter caisson foundations—linear elastic formulation;Varun;Soil Dynam Earthq Eng,2009

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Comparison and Optimization of Bearing Capacity of Three Kinds of Photovoltaic Support Piles in Desert Sand and Gravel Areas;Buildings;2024-08-20

2. A Review of Static and Dynamic p-y Curve Models for Pile Foundations;Buildings;2024-05-23

3. CPT-based dynamic p-y analysis method for seismic design of piles embedded in clay;GEOMECH ENG;2023

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