The invention provides a calculation method of soil
engineering grid tensile force inside multilayer ribbed
cushion layer; the method comprises the following steps: firstly judging a
pile net composite foundation plane
layout parameter, then determining equivalent
linear distribution loads at a ribbed
cushion layer surface, and the like; determining a cross section parameter of a ribbed
cushion layer equivalent
composite plate structure; and then based on an elastic
grade beam analyzing method, determining a ribbed cushion layer deformation equation and an internal force equation from a deformation coordinate boundary condition; based on the ribbed cushion layer deformation equation and the internal force equation, calculating a soil
engineering grid tensile force caused by the deformation when the embankment filled earth subsides; based on an internal
force balance equation under an embankment filled earth transverse slide threshold status, calculating the soil
engineering grid tensile force caused by the embankment transverse slide; and finally, superposing the soil engineering grid tensile forces caused by the embankment filled earth subside deformation and the transverse slide, thereby obtaining the needed soil engineering grid tensile force parameter. In condition that multiple
layers of soil engineering grids are laid on the top cushion layer of the
pile net composite foundation piles, the calculation method is able to precisely calculate the tensile force parameter of each layer of soil engineering grid inside the cushion layer.