Authors : M. Meksaouine and H. Benyaghla
Abstract: The theoretical study, presents milked of a problem of interaction ground-structure, thus making it possible to bring a contribution in the determination of the effect of point and the effect of lateral friction for isolated solicited piles in static loading. The theoretical tool used is the kinematic theorem of the theory of the limit analysis, in the case of a material of Coulomb, by developing a model in three dimensions.
M. Meksaouine and H. Benyaghla , 2007. Determination of the Effect Point and the Lateral Friction Effect of a Pile under Static Loading. Journal of Engineering and Applied Sciences, 2: 1693-1696.