From cyclic sand ratcheting to tilt accumulation of offshore monopiles: 3D FE modelling using SANISAND-MS-Reference-Cited by-同舟云学术

From cyclic sand ratcheting to tilt accumulation of offshore monopiles: 3D FE modelling using SANISAND-MS

Published:2021-04-14 Issue: Volume: Page:1-16
ISSN:0016-8505
Container-title:Géotechnique
language:en
Short-container-title:Géotechnique

Author:

Liu Haoyuan¹^ORCID,Kementzetzidis Evangelos²,Abell José Antonio³^ORCID,Pisanò Federico⁴^ORCID

Affiliation:

1. Formerly Delft University of Technology; now Department of Offshore Energy – Advanced Modelling Section, Norwegian Geotechnical Institute, Oslo, Norway

2. Faculty of Civil Engineering and Geoscience, Delft University of Technology, CN Delft, the Netherlands.

3. Facultad de Ingeniería y Ciencias Aplicadas, Universidad de los Andes, Chile, Las Condes, Santiago, Chile.

4. Faculty of Civil Engineering and Geoscience, Delft University of Technology, CN Delft, the Netherlands

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeot.20.P.029

Reference74 articles.

1. A method for calibration of the Hyperplastic Accelerated Ratcheting Model (HARM)

2. Rigid pile response to cyclic lateral loading: laboratory tests

3. Behavior of monopile foundations under cyclic lateral load

4. Lateral bearing behaviour of vibro‐ and impact‐driven large‐diameter piles in dense sand

5. 1 g Model Tests on the Displacement Accumulation of Large-Diameter Piles Under Cyclic Lateral Loading

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