Analytical Quantification of Ultimate Resistance for Sand Flowing Horizontally around Monopile: New p-y Curve Formulation-Reference-Cited by-同舟云学术

Analytical Quantification of Ultimate Resistance for Sand Flowing Horizontally around Monopile: New p-y Curve Formulation

Published:2021-03 Issue:3 Volume:21 Page:04021007
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Amar Bouzid Djillali¹^ORCID

Affiliation:

1. Professor, Dept. of Civil Engineering, Faculty of Technology, Univ. of Blida 1, Route de Soumaa, Blida 09000, Algeria. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001927

Reference37 articles.

1. Amar Bouzid D. 1997. “Analyse semi-analytique par éléments finis des pieux isoles sollicites horizontalement dans un milieu a comportement non-linéaire.” [In French.] Master thesis Dept. of Civil Engineering Ecole Nationale Polytechnique.

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

3. Numerical Investigation of Large-Diameter Monopiles in Sands: Critical Review and Evaluation of Both API and Newly Proposed p-y Curves

4. Assessment of natural frequency of installed offshore wind turbines using nonlinear finite element model considering soil-monopile interaction

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