Lateral constraint reinforcing structure for stabilizing high embankment with soft soil foundation covering bed rock

The utility model discloses a lateral constraint reinforcing structure for stabilizing a high embankment with a soft soil foundation covering a bed rock. The lateral constraint reinforcing structure is applied to lateral constraint reinforcement on a foundation of the embankment in the area with limitation on digging piles to overcome the difficulties related to stability of the high embankment and pile digging construction and improve the problems that a traditional cast-in place pile is not enough in horizontal bearing capacity and high in deformation. The lateral constraint reinforcing structure comprises a left reinforced concrete cast-in place pile and a right reinforced concrete cast-in place pile, which are longitudinally and symmetrically arranged below slope toes on two sides of the embankment; a left reinforced concrete cap beam and a right reinforced concrete cap beam, which are fixedly connected with the left reinforced concrete cast-in place pile and the right reinforced concrete cast-in place pile into a whole, are respectively arranged at the tops of the piles; and anchor ropes, of which two ends are respectively anchored and fixed together with the left reinforced concrete cap beam and the right reinforced concrete cap beam, are arranged between the left reinforced concrete cap beam and the right reinforced concrete cap beam at intervals along the extension direction of the embankment.