Centrifuge model tests and finite element simulation methods were used to study the impact of pipe jacking cable tunnel construction in soft soil areas on adjacent shallow foundation buildings and underground pipelines. First, the centrifuge physical model test was performed to qualitatively analyze the influence of the change in the ground loss rate during the construction of the pipe jacking cable tunnel on the adjacent shallow foundation buildings and underground pipelines. Then, the finite element model was constructed to compare the numerical results with the centrifuge test data. Finally, a series of numerical calculations were carried out to analyze the disturbance influence law of pipe jacking cable tunnel construction on adjacent shallow foundation buildings and underground pipelines under different working conditions. The research results show that with the increase of the ground loss rate and pipe jacking tunnel diameter, the impact of pipe jacking cable tunnel construction on adjacent shallow foundation buildings and underground pipelines increases, and the increase in the stiffness of underground pipelines can effectively reduce the adjacent Impact of pipe jacking tunnel construction; The larger the distance between the pipe jacking tunnel and the adjacent structure, the less the disturbance impact of the pipe jacking cable tunnel construction on the adjacent shallow foundation buildings and underground pipelines. The research results can provide certain reference value for the construction of pipe jacking cable tunnel in soft clay soil area.