MULTI-STOREYED BUILDING SLAB FOUNDATION SETTLEMENT
DOI:
https://doi.org/10.36773/1818-1112-2023-132-3-11-14Keywords:
foundation base, foundation settlement, stress-strain state, relative settlement difference, deformation modulus, central and peripheral zonesAbstract
The purpose of this article is to consider slab (raft) foundation settlement of multi-storey buildings, to analyse their occurrence and development, and to propose methods and recommendations for their prevention or minimisation. The article considers engineering-geological conditions typical for the Brest south-west microdistrict-1, and proposes a method of levelling uneven deformations of the slab (raft) foundation base.
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Copyright (c) 2023 Vestnik of Brest State Technical University
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