LONG-TERM SUBSIDENCE OF A MULTISTORY BUILDING ON THE BASE REINFORCED WITH SOIL CEMENT ELEMENTS | Zendy

Yuriy Vynnykov | Zendy; Irina Miroshnychenko | Zendy; О. М. Landar | Zendy; Vasiliy Zotsenko | Zendy; P. M. Omelchenko | Zendy

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LONG-TERM SUBSIDENCE OF A MULTISTORY BUILDING ON THE BASE REINFORCED WITH SOIL CEMENT ELEMENTS

Author(s) -

Yuriy Vynnykov,

Irina Miroshnychenko,

О. М. Landar,

Vasiliy Zotsenko,

P. M. Omelchenko

Publication year - 2017

Publication title -

academic journal series industrial machine building civil engineering

Language(s) - English

Resource type - Journals

eISSN - 2518-1106

pISSN - 2409-9074

DOI - 10.26906/znp.2017.49.850

Subject(s) - geotechnical engineering , foundation (evidence) , subsidence , cement , slipping , geology , structural engineering , base (topology) , finite element method , engineering , civil engineering , materials science , mathematics , composite material , geography , paleontology , mathematical analysis , archaeology , structural basin

The methodology and results of long-term geodetic observation at subsidence of nine-ten storey building with a strip cast-in-place foundation on sandy and peaty base reinforced with soil cement elements at the process of its construction and exploitation are presented in the article. The correctness of elastic-plastic model use with Mohr Coulomb strength criterion and planar task finite element method for the evaluation of the deformed state «strip foundation – reinforced soil layer – the natural basis» system are substantiated.

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