The invention discloses an excavation construction method of a high ground stress and
basalt underground factory building cavern, which comprises the following steps of: carrying out layered horizontal pushing construction on a middle part, and carrying out reserved excavation construction on protective
layers at two sides; wherein, the middle part has a layer height of 4.0+ / -0.5m, the width of each protective layer is 5+ / -0.5m, a pre-
cracking hole is arranged between the upper protective layer and the lower protective layer and the middle layered horizontal pushing, the pre-
cracking hole adopts two
layers of middle layered pre-
cracking blasting, when the excavation construction of the protective
layers on the two sides are finished, the
system support construction is completed in time. According to the invention, a middle layered excavation mode is adopted, so that the blasting scale can be reduced, and the disturbance to the surrounding rock can be reduced; the pre-cracking hole is arranged between the protective layer and the middle layered horizontal pushing, so that the damage of
blasting vibration to a side wall can be reduced, and the stress release is facilitated; the protective layers are reserved on both sides, so that the stress adjustment and relaxation deformation of the excavation surface occur in the protective layers, a permanent side wall cannot be influenced,the excavation work amount of the protective layers is small, the
completion time is short, the support can be followed in time, and the influence of bad geology on the stability of the surrounding rock of a high side wall can be effectively controlled.