Open AccessLONG-TERM SUBSIDENCE OF A MULTISTORY BUILDING ON THE BASE REINFORCED WITH SOIL CEMENT ELEMENTS
Author(s) -
Yu. L. Vynnykov,
Irina Miroshnychenko,
О. М. Landar,
V. М. Zotsenko,
P. M. Omelchenko
Publication year - 2017
Publication title -
zbìrnik naukovih pracʹ. serìâ: galuzeve mašinobuduvannâ, budìvnictvo
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.