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UDC 624.131

© S. A. Kudryavtsev, K. M. Sklyarova, 2012

ANALYSIS OF THE STRESS-STRAIN STATE OF BASE WOOD FOUNDATION HIGH-RISE BUILDINGS IN THE ENGINEERING-GEOLOGICAL CONDITIONS IN KHABAROVSK

The construction of raised number of storeys buildings on slab foundation in geotechnical conditions of Khabarovsk city is a complicated problem. In this respect foundation engineering becomes rather essential. In order to set a firm foundation it is necessary to take into account the pressure distribution at the structure base, elevated construction, in homogeneity of deformation elements of system “base – slab foundation – high storey building”. This possible as a matter of collaboration calculation with use of the numerical modeling by finite element method.

Keywords: slab foundation, high-rise buildings, numerical modeling.

References:

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