Numerical analysis of soil bearing capacity by changing soil characteristics

Numerical analysis of soil bearing capacity by changing soil characteristics

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In this research work by changing different parameters of soil foundation like density, cohesion and foundation depth and width of square foundation at angle of friction of 0° to 50° with increment of 5°, numerically safe bearing capacity of soil foundation is calculated and it is attempted to asses...

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Main Authors: Mehdi Khodashenas Pelko, Abdoullah Namdar
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2009-10-01
Series:Frattura ed Integrità Strutturale
Subjects:
Safe bearing capacity
Density
Cohesion of soil (c)
Angle of friction (φ) and Dimension of foundation
Online Access:http://www.gruppofrattura.it/pdf/rivista/numero10/numero_10_art_5.pdf
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spelling doaj-1a4e1ee8e49a4aec905458496eb0f3d62020-11-24T21:08:09ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89932009-10-013103842Numerical analysis of soil bearing capacity by changing soil characteristicsMehdi Khodashenas PelkoAbdoullah NamdarIn this research work by changing different parameters of soil foundation like density, cohesion and foundation depth and width of square foundation at angle of friction of 0° to 50° with increment of 5°, numerically safe bearing capacity of soil foundation is calculated and it is attempted to assess economical dimension of foundation as well as understanding variation range of bearing capacity at different degree. It could help of civil engineering in design of foundations at any situation. http://www.gruppofrattura.it/pdf/rivista/numero10/numero_10_art_5.pdfSafe bearing capacityDensityCohesion of soil (c)Angle of friction (φ) and Dimension of foundation
collection DOAJ
language English
format Article
sources DOAJ
author Mehdi Khodashenas Pelko
Abdoullah Namdar
spellingShingle Mehdi Khodashenas Pelko
Abdoullah Namdar
Numerical analysis of soil bearing capacity by changing soil characteristics
Frattura ed Integrità Strutturale
Safe bearing capacity
Density
Cohesion of soil (c)
Angle of friction (φ) and Dimension of foundation
author_facet Mehdi Khodashenas Pelko
Abdoullah Namdar
author_sort Mehdi Khodashenas Pelko
title Numerical analysis of soil bearing capacity by changing soil characteristics
title_short Numerical analysis of soil bearing capacity by changing soil characteristics
title_full Numerical analysis of soil bearing capacity by changing soil characteristics
title_fullStr Numerical analysis of soil bearing capacity by changing soil characteristics
title_full_unstemmed Numerical analysis of soil bearing capacity by changing soil characteristics
title_sort numerical analysis of soil bearing capacity by changing soil characteristics
publisher Gruppo Italiano Frattura
series Frattura ed Integrità Strutturale
issn 1971-8993
publishDate 2009-10-01
description In this research work by changing different parameters of soil foundation like density, cohesion and foundation depth and width of square foundation at angle of friction of 0° to 50° with increment of 5°, numerically safe bearing capacity of soil foundation is calculated and it is attempted to assess economical dimension of foundation as well as understanding variation range of bearing capacity at different degree. It could help of civil engineering in design of foundations at any situation.
topic Safe bearing capacity
Density
Cohesion of soil (c)
Angle of friction (φ) and Dimension of foundation
url http://www.gruppofrattura.it/pdf/rivista/numero10/numero_10_art_5.pdf
work_keys_str_mv AT mehdikhodashenaspelko numericalanalysisofsoilbearingcapacitybychangingsoilcharacteristics
AT abdoullahnamdar numericalanalysisofsoilbearingcapacitybychangingsoilcharacteristics
_version_ 1716760651748081664

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