Open AccessCALCULATION OF THE INTENSE DEFORMED CONDITION OF SOIL FOR TAMPER WITH CHANGEABLE GEOMETRY OF THE CASE
Author(s) -
Владимир Моргунов,
Владимир Моргунов
Publication year - 2015
Publication title -
stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2500-1477
pISSN - 2308-0191
DOI - 10.12737/10848
Subject(s) - compaction , foundation (evidence) , soil compaction , subgrade , geotechnical engineering , variety (cybernetics) , state (computer science) , stress (linguistics) , shell (structure) , stress–strain curve , engineering , geometry , structural engineering , geology , civil engineering , computer science , mathematics , finite element method , geography , archaeology , artificial intelligence , philosophy , algorithm , linguistics
The paper describes a new design for foundation compaction in vytrambovannyh pits, which allows to reduce material shell rammer on construction sites with a variety of engineering and geological conditions, as well as consider the problem of finding the parameters of the stress-strain state of subgrade compaction around this