CPT-based p-y analysis for mono-piles in sands under static and cyclic loading conditions-Reference-Cited by-同舟云学术

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CPT-based p-y analysis for mono-piles in sands under static and cyclic loading conditions

Published:2015-09-25 Issue:3 Volume:9 Page:313-328
ISSN:2005-307X
Container-title:Geomechanics and Engineering
language:en
Short-container-title:Geomech. Eng.

Author:

Kim Garam,Kyung Doohyun,Park Donggyu,Lee Junhwan

Publisher

Techno-Press

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Cited by 7 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. A Review of Static and Dynamic p-y Curve Models for Pile Foundations;Buildings;2024-05-23

2. A CPT-based dynamic p-y curve method for seismic analysis and design of pile in sand;Japanese Geotechnical Society Special Publication;2024

3. Numerical analysis of laterally loaded barrettes performance in cohesionless soils;Journal of Engineering and Applied Science;2023-05-20

4. Dynamic p-y analysis method based on cone penetration test results for monopiles in sand;Soil Dynamics and Earthquake Engineering;2022-12

5. Study on the Dynamic Soil-Pile-Structure Interactive Behavior in Liquefiable Sand by 3D Numerical Simulation;Applied Sciences;2020-04-15

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