The present invention belongs to the field of tunnel technology, in the concrete, it relates to a method capable of raising adaptability to large-magnitude stratigraphical non-uniform subsidence or disturbance for shield-driven tunnel construction. Said method is characterized by that at the same time of expanding shield-driven tunnel section in the structure a large-deformed lined ring section is set, so that it can increase longitudinal flexibility of said structure and raise the structural adaptability to non-uniform subsidence and disturbance.