Open AccessDependence of carrying capacity of basis recessed foundation located on the square underground workings on the value of the coefficient of lateral earth pressure
Author(s) -
Александр Богомолов,
S. A. Kalinovsky,
Rodion Nesterov,
Alexey Prokopenko,
Vasily Podtelkov
Publication year - 2014
Publication title -
vestnik permskogo nacionalʹnogo issledovatelʹskogo politehničeskogo universiteta. stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2305-2724
pISSN - 2224-9826
DOI - 10.15593/2224-9826/2014.2.08
Subject(s) - square (algebra) , foundation (evidence) , lateral earth pressure , earth (classical element) , basis (linear algebra) , pressure coefficient , value (mathematics) , geology , geotechnical engineering , structural engineering , engineering , geometry , mathematics , physics , mechanics , statistics , geography , mathematical physics , archaeology