A numerical procedure to correlate the subgrade reaction coefficient with soil stiffness properties for laterally loaded piles using the FSAFEM-Reference-Cited by-同舟云学术

A numerical procedure to correlate the subgrade reaction coefficient with soil stiffness properties for laterally loaded piles using the FSAFEM

Published:2017-08-18 Issue:5 Volume:13 Page:458-473
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Medjitna Lamia¹,Amar Bouzid Djillali¹

Affiliation:

1. Department of Civil Engineering, Faculty of Technology, University Saad Dahled of Blida, Blida, Algeria

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2017.1365475

Reference39 articles.

1. Abdel-Rahman, K., and M. Achmus. 2005. “Finite Element Modeling of Horizontally Loaded Monopile Foundations for Offshore Wind Energy Converters in Germany.” Proceedings of the International Symposium on Frontiers in Offshore Geotechnics, ISFOG, Perth, Australia, 309–396.

2. Static impedance functions for monopiles supporting offshore wind turbines in nonhomogeneous soils-emphasis on soil/monopile interface characteristics

3. Monopile head stiffness for servicibility limit state calculations in assessing the natural frequency of offshore wind turbines

4. Finite element analysis of a piled footing under horizontal loading

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