The invention discloses a tunnel surrounding rock deformation prediction method based on a geological strength index and a
seismic wave method, and the method comprises the following steps: S1, collecting tunnel data at a
measurement point, and obtaining the surrounding rock section data of the
measurement point; s2, selecting a representative rock surface at the
measurement point, calculating a rock
mass volume joint number and a structural surface
condition factor, and determining a geological strength index value of the measurement point by using the rock
mass volume joint number and the structural surface
condition factor; s3, establishing a first relation model based on the surrounding rock section and the geological strength index value, wherein the first relation model is used for predicting the geological strength index value of the target point; s4, obtaining the
longitudinal wave velocity and the uniaxial
compressive strength of the measurement point through the tunnel data, establishing a second relation model based on the
longitudinal wave velocity and the uniaxial
compressive strength of the measurement point, and predicting the uniaxial
compressive strength by the second relation model; and S5, generating the rock
mass deformation modulus of the target point based on the predicted uniaxial compressive strength and the geological strength index value of the target point. The problem that the traditional method cannot predict in advance is solved.