
EXPEDIENCY OF THE SUPERSTRUCTURE ON THE FLOOR OF A RESIDENTIAL BUILDING UNDER CONSTRUCTION
Author(s) -
Ольга Хрянина,
Ol'ga Hryanina,
Елена Логинова,
Елена Логинова
Publication year - 2019
Publication title -
stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2500-1477
pISSN - 2308-0191
DOI - 10.29039/article_5d4c0a3c1204c3.73611553
Subject(s) - foundation (evidence) , superstructure , geotechnical engineering , civil engineering , bearing capacity , soil water , engineering , structural engineering , environmental science , soil science , archaeology , history
Summarized the experience of reconstruction of buildings, taking into account the superstructure. During the construction of a residential house, the possibility of adding it to another floor was investigated. A full-scale survey of the soil condition of the foundation and building structures of the constructed part of the building was carried out. Foundation soils were selected under the foundations of the building to determine the basic physicomechanical characteristics. Soil samples were tested in the laboratory of soil mechanics of the Penza GUAS. According to test data, the bearing capacity (design resistance) of the base soils was calculated. The calculation of the monolithic reinforced concrete belt. The main conclusions and recommendations are made.