P Foray

CPT-based design method for steel pipe piles driven in very dense silica sands compared to the Euripides pile load test results

J Colliat, P Foray, 2005 .

Ultimate pullout capacity of SBM’s VErtically Loaded Plate Anchor (VELPA) in deep sea sediments

E Flavigny, P Foray, L Thorel, 2005 .

Simulation numérique des ancres à succion en deux- et trois- dimensions en utilisant la méthode des éléments finis

P Foray, Luisa N Equihua-Anguiano, M Boulon, 2008 .

Bearing capacity of model piles driven into dense overconsolidated sands

P Foray, Lech Bałachowski, J L Colliat, 1998 .

Laboratory characterization of Hostun RF sand at very low confining stresses

E Flavigny, P Foray, L Boutonnier, 2003 .

Triaxial testing of granular soil under elevated cell pressure

Jacques Desrues, P Foray, Jean Louis Colliat-Dangus, 1988 .

BEARING CAPACITY AND SETTLEMENT OF PILE FOUNDATIONS

J Biarez, P Foray, P. Foray, 1977 .