Open AccessUsing the method of vertical reinforcement for design of the soil base
Author(s) -
Konstantin Stepanischev,
Vitalii Sidorov
Publication year - 2021
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/1030/1/012037
Subject(s) - eluvium , massif , base (topology) , reinforcement , civil engineering , documentation , object (grammar) , foundation (evidence) , computer science , soil water , engineering , geology , geotechnical engineering , structural engineering , geography , mathematics , artificial intelligence , soil science , archaeology , mathematical analysis , geochemistry , programming language
In this paper, the method of vertical reinforcement of the base with reinforced concrete elements is considered, applied at a real site in Ekaterinburg. The construction site is characterized by difficult engineering and geological conditions due to the uneven occurrence of eluvial and rocky soils of variable thickness, as well as the presence of specific soils within the soil massif. The imperfection of the normative documentation, based on the lack of knowledge of this method, makes it difficult to design these foundations under load. Frequent comparison with structures typical for traditional pile foundations leads to problems when justifying this method in local authorities of state expertise and sometimes does not take into account the uniqueness and economic efficiency of this topic. The advantages and disadvantages of this method are highlighted when using it in the design of a real object.