The invention discloses a method for monitoring settlement deformation of subway tunnels based on self-adaptive twice-integration. The method comprises 1, according to the boundary conditions, constructing a twice-integration formula of a settlement deformation amount related to strain and location points and calculating a correction factor according to the twice-integration formula, 2, accordingto the strain of the verification position point, through the twice-integration formula, calculating the settlement deformation amount of the verification position point, comparing the settlement deformation amount and a practical settlement deformation amount of the verification position point and calculating deformation amount offset of the verification position point, 3, comparing the deformation amount offset of the verification position point and an allowable error, if the deformation amount offset of the verification position point is in the allowable error range, stopping calculation and executing the step 4, and if the deformation amount offset of the verification position point is not in the allowable error range, correcting the strain in the twice-integration formula in the step1 according to the correction factor and repeating the step 2, and 4, according to the corrected strain, through the twice-integration formula, calculating the settlement deformation amount of the monitored position point. Through correction of the integral error with the measured deformation amount at the verification position point, the error of the traditional twice-integration method is reduced.