Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation-Reference-Cited by-同舟云学术

Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation

Published:2022-12-06 Issue: Volume: Page:1-21
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Nimbalkar Sanjay¹^ORCID,Basack Sudip²³^ORCID

Affiliation:

1. School of Civil and Environmental Engineering, University of Technology Sydney, Ultimo, New South Wales, Australia

2. Elitte College of Engineering, Affiliated: MAKA University of Technology, Sodepur, Kolkata, India

3. Formerly, ARC Research Academic, School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong, New South Wales, Australia

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2022.2150103

Reference90 articles.

1. Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil

2. A numerical study into lateral cyclic nonlinear soil–pile response

3. Design of monopiles for offshore wind turbines in 10 steps

4. Analysis and Design of Monopile Foundations for Offshore Wind-Turbine Structures

5. Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model

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