FIELD: construction.
SUBSTANCE: method for improvement of bearing capacity and stability of foundations on weak watered bases includes installation of reinforcing elements in base ground along foundation contour. Along foundation contour before its erection, slot is arranged with the help of bar machines or water-jet technology, afterwards reinforcing element is installed in the form of geosynthetic water-permeable material in design position, upper edge is bent for future foundation. Ground backfill is carried out into slot, and ground is rammed, then foundation is erected, as a result, reinforcing element is jammed by foundation with its upper edge, and lower edge is jammed by thickness of foundation grounds.
EFFECT: lower subsidence of structure and increased limit load on foundation.
3 dwg
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