At present, the studies on pile foundation deformation caused by adjacent tunneling are generally based on one parameter Winkler foundation model or two parameters Pasternak foundation model, few study is considering in three parameters Kerr foundation model with greater computational accuracy. Based on Kerr foundation model, The governing equation of horizontal deflection of passive pile is established. Combining with the horizontal additional stress imposed by shield excavation, the analytical expression of the mathematical matrix of tunneling on the adjacent pile foundation is obtained by using the different method, and then the horizontaldeformation displacement solution of the passive pile is obtained. Comparing the solution in Winkler, Pasternak foundation model with two solution above, the results of kerr foundation model are closed to the result of two actually measurements. The results of parameter analysis shows that the horizontal displacement increase with the diameter of the tunnel increase. With the increase of the passive pile diameter, horizontal displacement of the passive pile decrease. Passive pile displacement decrease with the increase of the horizontal distance or vertical distance between the passive pile and tunneling in the condition of the tunnel excavation under the pile bottom.