The invention relates to a
landslide foundation treatment embankment structure. The structure comprises a
bed rock, a soft sliding layer, a foundation layer, embankment filling, anti-sliding piles, aloading
berm, vertical water draining pipes and transverse water draining pipes. The weak sliding layer is mounted above the
bed rock, the foundation layer is mounted above the weak sliding layer, a water
cutting curtain is mounted on the top of a
landslide, a
catchwater is mounted on the top of the water
cutting curtain, the vertical water draining pipes and the transverse water draining pipes are arranged in a
landslide foundation, and are arranged in a row manner, the vertical water draining pipes are arranged vertically, the bottom ends of the vertical water draining pipes are embedded into the
bed rock by a certain depth, outlets in the top ends of the vertical water draining pipes extend out of the foundation layer and are embedded in to a broken stone layer, the transverse water draining pipes are horizontal or outlets are inclined downwards by a certain angle, and the transverse water draining pipes are not embedded into the bed rock. The structure has the beneficial effects that through adoption of the water
cutting,
soft layer water draining, sliding resistance, load reducing and
back pressure integrated treatment landslide foundation, the embankment structure is built, anti-sliding capacity of the landslide foundation embankment can be greatly improved.