The Effect of a Partially Fixed Subsidence Ground on the Stress-Strain State of Structures
Journal Title: Современное промышленное и гражданское строительство - Year 2017, Vol 13, Issue 2
Abstract
The article analyzes the existing methods of increasing the rigidity of the bases, formed by subsidence grounds. The results of experimental studies of the effect of the stiffness coefficient of partially anchored soil on VAT structures are presented. The regularity of the change in the coefficient of rigidity of the base Cz from the percentage of partial fixation of the sinking base along the height is established.
Authors and Affiliations
Anastasiya Pisarenko
Keywords
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