FIELD: civil engineering. SUBSTANCE: method comprises excavation of trench from external side of foundation. Horizontal parallel reinforcing members are placed into footing with their ends protruding beyond the foundation outline, close to foundation foot at a pitch equal to three times the height of reinforcing member section. Said height of section varies from 0.125 to 0.075 the foundation width and the end portions vary from 0.5 to 1.5 of the foundation width. EFFECT: higher efficiency. 4 dwg
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