FIELD: building, particularly to erect and use building structures built on strip foundations or bearing posts formed on highly-compressible and non-uniform base.
SUBSTANCE: method involves loading foundation with monotonously increasing distributed normal load; measuring pressure applied to ground and foundation displacement distance; plotting deformation cures; unloading foundation after load reaches maximal possible value and erecting foundation to design level.
EFFECT: increased load-bearing capacity due to load redistribution in bottom foundation part.
2 cl, 1 ex, 4 dwg
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