CORRECTION OF GEOMETRIC POSITION OF THE BUILDING BY DRILLING OUT SOIL FROM UNDER THE FOUNDATION
UDK: 624.131.54
Dyba V. P., Krasnopol′skii I. I.
The basic methods of elimination of excessive deformations of buildings and structures are provided in the article, as well as areas of application of each method are identified. The method of calculating the basic parameters of the perforated foundation based on the assessment of the soil bearing capacity is considered.
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