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API (American Petroleum Institute), (2014), "Petroleum and natural gas industries-Specific
requirements for offshore structures", Part 4: Geotechnical and foundation design considerations,
ISO 19901-4:2003 (Modified), 138 pages.
BACHA, A. ; Memoire Online - Exposé sur les fondations profondes et semis profondes - [WWW
Document], n.d. . Memoire Online. URL https://www.memoireonline.com/02/10/3146/Exposesur-les-fondations-profondes-et-semis-profondes.html (accessed 10.23.21)
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Bouafia, A.; Garnier, J.; & Levacher, D.; (1991), "Comportement d’un pieu isolé chargé
latéralement dans le sable", Proceedings of the International Conference on Deep Foundations,
ENPC Paris, 19-21 March 1991, pp. 129-136.
Bouafia, A., Lachenani, A., (2004). Courbes P-Y des pieux isolés dans le sable. Détermination à
partir
de
l’essai
pressiométrique.
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Fr.
Géotechnique
5–15.
https://doi.org/10.1051/geotech/2004108005
Bouafia, A.; (2007), "Single Piles under Horizontal Loads - Determination of the P-Y Curves
from the Prebored Pressuremeter", Intl. Journal of Geotechnical and Geological Engineering,
Springer-Verlag, Vol. 25, No. 03, pp. 283-301.
Bouafia, A.; (2014), "P-Y curves from the CPT test for laterally loaded single piles in sand", 3
rd
International Symposium on Cone Penetration testing CPT'14, May 12-14 2014, Las- Vegas,
Nevada, pp. 881-887.
BOUAFIA, A., (2019). Comportement des pieux isolés chargés latéralement - Problèmes résolus.
pp. 163–181.
BOUAFIA, A., 2014. P-Y curves from the CPT test for laterally loaded single piles in sand.
Bouassida Geotechnics, (2017) Conventional Methods Estimating the Settlement of Single Piles
– [WWW Document], n.d. URL https://bouassidageotechnics.com/2017/02/27/conventionalmethods-estimating-the-settlement-of-single-piles/ (accessed 10.26.21).
Briaud, J.L.; Smith, T.O.; & Meyer, B.J.; (1983), "Using the pressuremeter curve to design
laterally loaded piles", In Proceedings of the 15th annual, Offshore Technology Conference,
Houston, Texas, paper no. 4501.
Capterra. France 2021. OriginPro - Avis, notes, prix et abonnements [WWW Document], n.d.
URL https://www.capterra.fr/software/185129/originpro (accessed 11.17.21).
Crapps, D.K. (2001). The use of DMT data for lateral load analyses.pdf, n.d. DMT (Essais
dilatométriques) | Essais in situ | GEO5 | Aide contextuelle [WWW Document], n.d. URL
https://www.finesoftware.fr/aide-contextuelle/geo5/fr/dmt-essais-dilatometriques-01/ (accessed
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Bibliographie
API (American Petroleum Institute), (2014), "Petroleum and natural gas industries-Specific
requirements for offshore structures", Part 4: Geotechnical and foundation design considerations,
ISO 19901-4:2003 (Modified), 138 pages.
BACHA, A. ; Memoire Online - Exposé sur les fondations profondes et semis profondes - [WWW
Document], n.d. . Memoire Online. URL https://www.memoireonline.com/02/10/3146/Exposesur-les-fondations-profondes-et-semis-profondes.html (accessed 10.23.21)
Banque de photos Tas de pieux en béton précontraint 1986875 [WWW Document], n.d. URL
https://fr.vecteezy.com/photo/1986875-pieux-en-beton-precontraint (accessed 10.23.21b).
Bouafia, A.; Garnier, J.; & Levacher, D.; (1991), "Comportement d’un pieu isolé chargé
latéralement dans le sable", Proceedings of the International Conference on Deep Foundations,
ENPC Paris, 19-21 March 1991, pp. 129-136.
Bouafia, A., Lachenani, A., (2004). Courbes P-Y des pieux isolés dans le sable. Détermination à
partir
de
l’essai
pressiométrique.
Rev.
Fr.
Géotechnique
5–15.
https://doi.org/10.1051/geotech/2004108005
Bouafia, A.; (2007), "Single Piles under Horizontal Loads - Determination of the P-Y Curves
from the Prebored Pressuremeter", Intl. Journal of Geotechnical and Geological Engineering,
Springer-Verlag, Vol. 25, No. 03, pp. 283-301.
Bouafia, A.; (2014), "P-Y curves from the CPT test for laterally loaded single piles in sand", 3
rd
International Symposium on Cone Penetration testing CPT'14, May 12-14 2014, Las- Vegas,
Nevada, pp. 881-887.
BOUAFIA, A., (2019). Comportement des pieux isolés chargés latéralement - Problèmes résolus.
pp. 163–181.
BOUAFIA, A., 2014. P-Y curves from the CPT test for laterally loaded single piles in sand.
Bouassida Geotechnics, (2017) Conventional Methods Estimating the Settlement of Single Piles
– [WWW Document], n.d. URL https://bouassidageotechnics.com/2017/02/27/conventionalmethods-estimating-the-settlement-of-single-piles/ (accessed 10.26.21).
Briaud, J.L.; Smith, T.O.; & Meyer, B.J.; (1983), "Using the pressuremeter curve to design
laterally loaded piles", In Proceedings of the 15th annual, Offshore Technology Conference,
Houston, Texas, paper no. 4501.
Capterra. France 2021. OriginPro - Avis, notes, prix et abonnements [WWW Document], n.d.
URL https://www.capterra.fr/software/185129/originpro (accessed 11.17.21).
Crapps, D.K. (2001). The use of DMT data for lateral load analyses.pdf, n.d. DMT (Essais
dilatométriques) | Essais in situ | GEO5 | Aide contextuelle [WWW Document], n.d. URL
https://www.finesoftware.fr/aide-contextuelle/geo5/fr/dmt-essais-dilatometriques-01/ (accessed
10.27.21a).