Numerical Analysis of Axisymmetric Consolidation Around Jacked Piles Considering Permeability Reduction in the Disturbed Soil Zone
The installation of jacked piles inevitably disturbs the surrounding soil, leading to a significant reduction in its radial permeability, which in turn retards the dissipation of excess pore water pressure. This study develops an enhanced axisymmetric consolidation theory that explicitly incorporates this installatio...