Combined with Biot's three-dimensional consolidation theory and an engineering example of soft foundation treatment of a fast rail transit line,a 3D finite element model of plastic drainage board and bagged sand well combined with overloaded preloaded soft foundation was established by using Abaqus nonlinear finite element analysis software.Effective stress distribution,soil surface settlement and pore water pressure dissipation law of reinforced soft foundation under heap load were studied.The results show that the combination of drainage board and bagged sand well to strengthen the complex a...