The invention discloses a tunnel open-
cut-tunnel underground-excavation construction technology under a complicated geologic environment. The tunnel open-
cut-tunnel underground-excavation constructiontechnology comprises the following steps that first, surveying, setting-out and construction
layout are conducted; second, water interception and drainage construction at the roof is conducted; third, a side and face upward slope is excavated and supported; fourth, a soil loose tooling is formed and constructed, specifically, when the side and face upward slope is excavated to get close to the elevation of the roof of an open-
cut tunnel, large-range excavation is stopped, measuring staff set the lining axis and elevation of the open-cut tunnel on site, and earthwork stone on the two sides islongitudinally excavated along the axis of the open-cut tunnel through a reserved core soil method; fifth, cast-in-place concrete is conducted, specifically, an
isolation layer is arranged on the outer surface of the formed soil loose tooling, and the
isolation layer sequentially comprises a graded broken stone base with the thickness being 8 cm, a 1:3
cement mortar leveling layer with the thickness being 2 cm, and a color strip cloth interlayer from inside to outside; sixth, a protective arch of the open-cut tunnel is constructed; seventh, the open-cut tunnel is excavated and supported; and eighth, lining of the open-cut tunnel is conducted. According to the construction technology,
landslide and collapse during tunnel excavation can be effectively prevented, the surrounding environment of a tunnel is protected, and construction is convenient, quick, safe and reliable.