The invention relates to the field of underground
engineering and
rail traffic engineering, in particular to a
deformation control method for a double-line shield tunnel to underpass an existing railway soft soil roadbed, which comprises the following steps: S1, determining a grouting reinforcement range; s2,
pile position and grouting hole position
lofting is conducted in the reinforcing area, and a groove is excavated; s3, construction is conducted after the MJS
pile main
machine is in place, and
drill bit trial spraying is conducted before a
drill rod is placed; s4, after the
drill rod reaches the specified depth, jet grouting is conducted till the designed elevation is reached, and the MJS
pile main
machine is moved to the next pile position sample placing point; s5, after the MJS pile reaches the designed strength, a drilling
machine is arranged in place, and a formed hole is drilled to the designed depth; and S6, grouting is conducted, and then grouting and
grout stopping section construction is conducted. The method has the advantages that corresponding reinforcement measures are taken in combination with the model, the
shear strength of the soft soil is improved, the shear damage risk of the soft soil is reduced, deformation of the soft soil roadbed is controlled in time, and safety and stability in the shield underneath pass construction process are ensured.