Numerical study of the 3D failure envelope of a single pile in sand

Zheng Li (1, 2) , Panagiotis Kotronis (2) , Sandra Escoffier (1)

1 IFSTTAR/GERS/SV - Séismes et Vibrations
2 GeM - Institut de Recherche en Génie Civil et Mécanique

The paper presents a comprehensive study of the failure envelope (or capacity diagram) of a single elastic pile in sand. The behavior of a pile subjected to different load combinations is simulated using a large number of finite element numerical calculations. The sand is modeled using a constitutive law based on hypoplasticity. In order to find the failure envelope in the three-dimensional space (i.e. horizontal force H, bending moment M and vertical force V), the radial displacement method and swipe tests are numerically performed. It is found that with increasing vertical load the horizontal bearing capacity of the pile decreases. Furthermore, the presence of bending moment on the pile head significantly influences the horizontal bearing capacity and the capacity diagram in the H-M plane manifests an inclined elliptical shape. An analytical equation providing good agreement with the 3D numerical results is finally proposed. The formula is useful for design purposes and the development of simplified modeling numerical strategies such as macro-element.

Domaines: Géotechnique

Zheng Li, Panagiotis Kotronis, Sandra Escoffier. Numerical study of the 3D failure envelope of a single pile in sand. Computers and Geotechnics, 2014, 62, pp.11-26. ⟨10.1016/j.compgeo.2014.06.004⟩. ⟨hal-01071398⟩