Parametric study of the evolution of shaft friction of a model pile in calibration chamber subjected to cyclic loading at a large number of cycles-Reference-Cited by-同舟云学术

Parametric study of the evolution of shaft friction of a model pile in calibration chamber subjected to cyclic loading at a large number of cycles

Published:2020-05-15 Issue: Volume: Page:1-17
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Bekki H.¹²,Canou J.³,Tali B.³,Dupla J. C.³,Bouafia A.⁴

Affiliation:

1. Department of Civil Engineering, University of Tiaret, Tiaret, Algeria;

2. Laboratoire de Géomatique et Développement Durable, University of Tiaret, Tiaret, Algeria;

3. Laboratoire Navier -Geotechnique, Ecole des Ponts ParisTech, Paris, France;

4. Department of Civil Engineering, Saâd Dahleb University, Blida, Algeria

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2020.1762754

Reference29 articles.

1. Al-Douri, R. H. (1992).Behaviour of single pile and pile groups in calcareous sediments. PhD thesis, University of Sydney.

2. Cyclic and Static Laboratory Tests on Drammen Clay

3. Balachowski, L. (1995).Différents aspects de la modélisation physique du comportement des pieux: Chambre d’étalonnage et centrifugeuse.Thèse de Doctorat de l’Institut National Polytechnique de Grenoble.

4. Pile Capacity for Axial Cyclic Loading by D. V. Griffiths

5. Evolution of local friction along a model pile shaft in a calibration chamber for a large number of loading cycles

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