CHANGES IN PLASTIC ZONES IN LESS BASES UNDER SEISMIC VIBRATIONS
Gayrat Akramovich KhakimovPhD, Associated professor at department "Building and structures", Tashkent Institute of Architecture and Civil Engineering, Tashkent, Uzbekistan
ABI
Abstract
This scientific article presents the author's hypothesis as the basis of his research. In accordance with this hypothesis, the central determining issue is the change in the strength characteristics of the soils around the foundation and the associated spread of plastic deformation in the sub-foundation zone of the foundation with all the ensuing consequences (soil uplift from under the base of the foundation).
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