A semi-analytical solution for consolidation of ground with local permeable pipe pile

Abstract

Aiming at optimization of drainage holes for permeable pile, a scheme of local pervious segment is introduced in the body of pipe pile to accelerate the dissipation of excess pore water pressure caused by pile driving. An axisymmetric consolidation model is established for a single local permeable pile in saturated clay. The semi-analytical solution is obtained using the boundary transform and integral transform methods. The effectiveness of the proposed solution is assessed by comparing with the results of degradation analysis, finite difference analysis and model test. Upon the successful calibration of the solution, the impacts of pervious segment parameters, geometric dimensions of pipe pile and soil physical parameters on the consolidation of soils around the pile are analyzed. Results show that local permeable pile can accelerate the soil consolidation based on the premise of structural strength of the pile body, and the acceleration effect is mainly in the early stage of consolidation. With the increase of pervious segment length and position, aspect ratio of pile, and soil permeability coefficient ratio, the benefit of local permeable pile is more apparent, which can provide reference for design.