Authors : M. Meksaouine , G. Boukhatem and M.L. Samai
Abstract: This article is about a problem of soil interaction structures concerning the determination of the structural capacity (or load limit) of pickets by the method of the calculation to the rupture; and more precisely to develop the approach kinematics in the case of the COULOMB criteria. The theoretical survey here present, permits to bring a contribution in the determination of the load limits soliciting some loaded pickets vertically while only limiting itself/themselves to the peak effect that seems predominant. The used theoretical tool is the theorem kinematics of the theory of the analysis limits, while developing two models in plan and two models in three measurements
M. Meksaouine , G. Boukhatem and M.L. Samai , 2007. Calcul De La Charge Limite D`un Pieu Pour Un Frottement Lisse Par La Theorie De L`analyse Limite. Journal of Engineering and Applied Sciences, 2: 366-371.