Journal of Applied Engineering Science & Technology
Volume 2, Numéro 1, Pages 31-37
2016-08-07
Auteurs : Mokhbi Hicham . Mellas Mekki . Mabrouki Abdelhak . Pereira Jean-michel .
This paper presents a numerical study of the ultimate pullout capacity of an isolated strip plate anchor, using the finite element method by Plaxis 2D software. The plate anchor is assumed rigid horizontally installed in a frictional soil and subjected to a centered vertical load. The soil behavior is governed by an elastic-perfectly plastic law, and Mohr-Coulomb criterion was adopted. The ultimate pullout capacity is expressed in terms of pullout factor Nγ for different values of the depth H and the internal friction angle of soil φ'. The numerical results obtained allow us to propose a simple relationship to calculate the pullout factor of a strip plate anchor embedded horizontally in frictional soil. The numerical results of this study are finally compared to those available in the literature.
Plate Anchor; Pullout capacity; Finite element; Frictional soil
Zerguine Salah
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Benmeddour Djamel
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Zatar Abdallah
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pages 43-49.
S. Sayyad Atteshamuddin
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Ghumare Shantaram
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T. Sasane Sachin
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pages 47-57.
Alouaoui Redha
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Bouaziz Med Najib
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Hanini Salah
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pages 25-31.
Alouaoui Redha
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Bouaziz Mohamed-najib
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Hanini Salah
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pages 15-22.
Alouaoui Redha
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Bouaziz Mohamed-najib
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Hanini Salah
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pages 15-22.