METHOD FOR REINFORCING BASES AND FOUNDATIONS ON SAGGING GROUND IN HINDERED CONDITIONS

摘要

FIELD: civil engineering. SUBSTANCE: areaway is dug adjacent to the foundation to be reinforced on the side of its sagging. Cavity of trapezoidal shape is originated from the areaway bottom. Reinforcing bars are installed over all processing pit and cavity, then it is filled with consolidating material to form pile shaft with cantilever. EFFECT: reinforced foundation and base. 3 cl, 1 dwg