Load-bearing capacity of soil loaded with strip-shell foundations

The paper describes the special features of the calculation based on the load-bearing capacity of soil loaded with strip-shell foundations which offer high efficiency in construction of medium and high-rise buildings on strongly compressible soils. The necessity of this calculation is caused by the...

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Main Authors: J.V. Naumkina, Y.A. Pronozin, L.R. Epifantseva
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2016-10-01
Series:Инженерно-строительный журнал
Subjects:
Online Access:https://engstroy.spbstu.ru/userfiles/files/2016/6(66)/03.pdf
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author J.V. Naumkina
Y.A. Pronozin
L.R. Epifantseva
author_facet J.V. Naumkina
Y.A. Pronozin
L.R. Epifantseva
author_sort J.V. Naumkina
collection DOAJ
description The paper describes the special features of the calculation based on the load-bearing capacity of soil loaded with strip-shell foundations which offer high efficiency in construction of medium and high-rise buildings on strongly compressible soils. The necessity of this calculation is caused by the requirements of Building Regulations. Problem solution of load-bearing capacity of subsoil with a bent cylindric surface based on the known Prandtl Solution was considered. The new static solution to the Coulomb's wedge theory of load-bearing capacity of soil loaded with strip-shell foundations (SSF) indicating that taking into account a bent surface of the soil under the shell and the counterweight from strip foundations make it possible to reasonably increase the load-bearing capacity of soil.
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spelling doaj.art-37dd0cedd6194842b82b526a0c28970e2022-12-21T23:17:35ZengPeter the Great St. Petersburg Polytechnic UniversityИнженерно-строительный журнал2071-47262071-03052016-10-01666233510.5862/MCE.66.3Load-bearing capacity of soil loaded with strip-shell foundationsJ.V. Naumkina0Y.A. Pronozin1L.R. Epifantseva2Industrial University of TyumenIndustrial University of TyumenIndustrial University of TyumenThe paper describes the special features of the calculation based on the load-bearing capacity of soil loaded with strip-shell foundations which offer high efficiency in construction of medium and high-rise buildings on strongly compressible soils. The necessity of this calculation is caused by the requirements of Building Regulations. Problem solution of load-bearing capacity of subsoil with a bent cylindric surface based on the known Prandtl Solution was considered. The new static solution to the Coulomb's wedge theory of load-bearing capacity of soil loaded with strip-shell foundations (SSF) indicating that taking into account a bent surface of the soil under the shell and the counterweight from strip foundations make it possible to reasonably increase the load-bearing capacity of soil.https://engstroy.spbstu.ru/userfiles/files/2016/6(66)/03.pdfoad-bearing capacitystrip foundationscompressible soilsshell
spellingShingle J.V. Naumkina
Y.A. Pronozin
L.R. Epifantseva
Load-bearing capacity of soil loaded with strip-shell foundations
Инженерно-строительный журнал
oad-bearing capacity
strip foundations
compressible soils
shell
title Load-bearing capacity of soil loaded with strip-shell foundations
title_full Load-bearing capacity of soil loaded with strip-shell foundations
title_fullStr Load-bearing capacity of soil loaded with strip-shell foundations
title_full_unstemmed Load-bearing capacity of soil loaded with strip-shell foundations
title_short Load-bearing capacity of soil loaded with strip-shell foundations
title_sort load bearing capacity of soil loaded with strip shell foundations
topic oad-bearing capacity
strip foundations
compressible soils
shell
url https://engstroy.spbstu.ru/userfiles/files/2016/6(66)/03.pdf
work_keys_str_mv AT jvnaumkina loadbearingcapacityofsoilloadedwithstripshellfoundations
AT yapronozin loadbearingcapacityofsoilloadedwithstripshellfoundations
AT lrepifantseva loadbearingcapacityofsoilloadedwithstripshellfoundations