
Refinement of the seismicity of construction sites for high-rise buildings
Author(s) -
M. Kamchybekov,
N. Murataliev,
Yrysmendi Kamchybekov
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/929/1/012031
Subject(s) - induced seismicity , foundation (evidence) , civil engineering , abutment , geology , high rise , building construction , construction engineering , engineering , geography , archaeology , structural engineering
The development of the construction of high-rise residential buildings requires a separate approach, depending on the engineering and geological conditions of the site for seismic microzoning. There are not only engineering sectors but also large premises that will serve as business offices and technical centers in the underground part of high-rise buildings. In this regard, the foundation of the building goes to great depth. The influence of soil conditions at the level of abutment of the buildings’ foundation can be determined with seismic microzoning. As a result, the task of clarifying the projected construction site in construction is currently relevant. It includes the refinement of the seismic intensity of the construction site during the construction of high-rise buildings, which are located in different multilayer soil types.