BEARING CAPACITY OF MODEL FOUNDATIONS ON SANDY GROUNDS | Zendy

Sergej Evtushenko | Zendy; Геннадий Скибин | Zendy; Gennadiy Skibin | Zendy; Светлана Чутченко | Zendy

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BEARING CAPACITY OF MODEL FOUNDATIONS ON SANDY GROUNDS

Author(s) -

Sergej Evtushenko,

Геннадий Скибин,

Gennadiy Skibin,

Светлана Чутченко

Publication year - 2019

Publication title -

construction and architecture

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).

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