Foray, P., Balachowski, L. and Colliat, J.L. (2011) Bearing Capacity of Model Pile Driven into Overconsolidated Sand. Canadian Geotechnical Journal, 35, 374-385.

has been cited by the following article:

• TITLE: Numerical Study of the Interaction between a Reinforced Concrete Pile and Soil

  AUTHORS: N. M. Nde, D. Fokwa, M. Mbessa, T. T. Tamo, C. Pettang

  KEYWORDS: Pile, Soil, Interaction, Numerical Simulation, Pre_Consolidation Pressure, Voids Ratio, Cohesion, Internal Friction Angle

  JOURNAL NAME: Open Journal of Civil Engineering, Vol.10 No.3, September 11, 2020

  ABSTRACT: This paper proposes a numerical simulation of the mechanical behavior of a reinforced concrete pile foundation under an axial load. In fact, the foundation of a structure represents the essential structural part of it, because it ensures its bearing capacity. Among the types of foundation, deep foundation is the one for which from a mechanical point of view, the justification takes into account the isolated or combined effects of base resistance offered by the soil bed and lateral friction at the soil-pile interface; the latter being the consequence of a large contact surface with the surrounding soil; hence the need to study the interaction between the soil and the pile in service, in order to highlight the characteristics of soil which influence the mechanical behavior of pile and therefore the stability of the structure. In this study, the reinforced concrete pile is supposed to be elastic, and characterized by a young’s modulus (E) and a Poisson’s ratio (ν). The soil obeys to a Camclay model characterized by a cohesion (c), an initial voids ratio (e0), shearing resistance angle (φ) and a pre-consolidation pressure (P0). A joint model with a Mohr Coulomb behavior characterizes the soil-pile interface. The loading is carrying out by imposing a vertical monotonic displacement at the head of pile. The results in terms of stress and displacement show that the bearing capacity of the pile is influenced by various soils characteristics, it appears that the vertical stress and the force mobilized at rupture increase when the initial pre_consolidation pressure, the cohesion and the internal friction angle of soil increase; and when the initial soil voids index decreases.