Analytical Formulation of the Ultimate Resistance for Piles in Undrained Clays Based on Threefold Failure Mechanisms-Reference-Cited by-同舟云学术

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Analytical Formulation of the Ultimate Resistance for Piles in Undrained Clays Based on Threefold Failure Mechanisms

Published:2022-10 Issue:10 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bouzid Djillali Amar¹^ORCID,El-Ghribi Fares²

Affiliation:

1. Professor, Dept. of Civil Engineering, Faculty of Technology, Univ. of Blida 1, Route de Soumaa, Blida 09000, Algeria (corresponding author). ORCID: . Emails:

2. Ph.D Candidate, Dept. of Civil Engineering, Faculty of Technology, Univ. of Blida 1, Route de Soumaa, Blida 09000, Algeria.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002519

Reference30 articles.

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

2. 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.

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

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

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

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