Open AccessBEARING CAPACITY OF MODEL FOUNDATIONS ON SANDY GROUNDS
Author(s) -
Sergey Evtushenko,
Sergey Evtushenko,
Геннадий Скибин,
Gennadiy Skibin,
Светлана Чутченко,
Светлана Чутченко
Publication year - 2019
Publication title -
stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2500-1477
pISSN - 2308-0191
DOI - 10.29039/article_5c646f1a42d499.31185907
Subject(s) - bearing capacity , bearing (navigation) , geotechnical engineering , foundation (evidence) , engineering , base (topology) , grid , civil engineering , geology , environmental science , geography , mathematics , archaeology , cartography , mathematical analysis , geodesy
The article continues the review of experimental studies conducted by the scientific school of soil mechanics of Novocherkassk Polytechnic Institute from 1962 to the present time. Studies of the bearing capacity of the sand base were carried out on various models of line, round, stand-alone and under the grid columns (plate).