The invention relates to the technical field of
tunnel construction methods, in particular to an advanced stress release construction method for a seriously large-deformation tunnel, which comprises the following steps: stopping construction when the distance from a main tunnel to a seriously large-deformation section of the tunnel is a multiple of the hole
diameter of the main tunnel, excavating a connecting transverse channel, stopping main
tunnel construction during the period, excavating an advanced parallel
pilot tunnel, and excavating an advanced parallel
pilot tunnel; the leading parallel
pilot tunnel is parallel to the main tunnel, the excavation direction is also consistent, main
tunnel construction is recovered, and the distance between the excavation face of the parallel pilot tunnel and the excavation face of the main tunnel is kept to be 5-6 D. Compared with the prior art, stress release in the excavation process is effectively achieved in the mode that the connecting transverse channel and the leading parallel pilot tunnel are arranged in the main tunnel excavation process, and the construction efficiency is improved. Meanwhile, the size of the excavated hole
diameter and construction
quality control are strictly restrained, the supporting stability is guaranteed, the construction difficulty of the seriously-deformed tunnel is effectively reduced, the working procedure is simple, excavation and primary supporting of all the parts are easy to control, and the construction risk is reduced.