Method for constructing anti-slide piles in creep deformation landslide mass

The invention discloses a method for constructing anti-slide piles in a creep deformation landslide mass. The method comprises the following steps that soil body inclinometer pipes are arranged on theupper middle portion of the landslide mass so as to detect the state of the landslide mass in good time; slope toe anti-slide piles are constructed at the slope toe positions of the landslide mass toreinforce the landslide mass; a prestress anchor cable and an anchor cable frame beam are constructed in the middle of the landslide mass; the multiple anti-slide piles in the landslide mass are sequentially constructed at the rock clamping position in a tunnel, the construction principle of hole-separation jump excavation and pile hole staggering is adopted in the multiple anti-slide piles in the landslide mass for construction, the excavation depths of the same batch of pile holes cannot be on the same plane, the excavation depths of the pile holes are staggered by a certain distance, and therefore the risk of secondary landslide is reduced; and monitoring devices such as concrete strain gauges and pressure box monitoring alarms are arranged in the anti-slide piles in the landslide mass, the ground surface and the interior of the landslide mass can be monitored at the same time through the monitoring devices, the state of the landslide mass can be obtained in good time, reliable information parameters are provided for construction, and the construction safety is ensured.