The application provides a design method of a soil-rock combined foundation pit hanging foot
pile supporting structure, the hanging foot
pile supporting structure comprises a supporting
pile and a reserved rock shoulder in a pit, and the design method comprises the following steps: a semi-infinite rock
mass and an actual finite rock
mass model are established by means of
finite element software, a uniform load is applied to the rock
mass model, the
horizontal resistance coefficient of the rock mass is calculated and the reduction coefficient of the finite rock mass is obtained by comparison, and the reduction coefficient is substituted into a specification method to calculate the
horizontal resistance coefficient of the finite rock mass in design; the supporting pile displacement,
passive resistance safety factor, anti-overturning and anti-sliding checking are completed by using Lizheng deep foundation pit
software, the suitable rock-embedded depth is determined, the pile reinforcement is determined according to the
shear force and the
bending moment calculated by the
software; and the
shear resistance and tensile resistance
bearing capacity of the reserved rock shoulder in front of the pile are checked, and the rock
shoulder width is determined. The
passive resistance effect of the reserved rock shoulder in front of the pile is fully considered, the rock-embedded depth of the supporting pile can be effectively shortened, the supporting cost is saved, and certain
economic benefits are obtained.