Numerical investigation of soil and buried structures using finite element analysis

Today the important of studying soil effect on behavior of soil contacted structures such as foundations, piles, retaining wall and other similar structures is so much that neglecting of soil-structure interaction effect can cause to untrue results. In this paper soil-structure interaction simulat...

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Autores principales:	Meysam Shirzad Shahrivar, Amin Gholi Zadeh
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2017
Materias:	soil and structures interaction finite element analysis using abaqus software pile bearing capacity underground water level pore water pressure Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/0b8ad558f7af4c42b43ca7ca7a3d17fc
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spelling	oai:doaj.org-article:0b8ad558f7af4c42b43ca7ca7a3d17fc2021-11-08T15:46:16ZNumerical investigation of soil and buried structures using finite element analysis2476-39772538-261610.22065/jsce.2016.41241https://doaj.org/article/0b8ad558f7af4c42b43ca7ca7a3d17fc2017-02-01T00:00:00Zhttps://www.jsce.ir/article_41241_16039c8276453a4e4dde7b9deb895b61.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Today the important of studying soil effect on behavior of soil contacted structures such as foundations, piles, retaining wall and other similar structures is so much that neglecting of soil-structure interaction effect can cause to untrue results. In this paper soil-structure interaction simulation was done by using Finite element method analysis with ABAQUS version 6.13-14.The results has been presented based on pile function in contact with soil, vertical stresses in soil and structures, pore pressure in drained and undrained condition and underground water level.Final conclusions revealed that pore pressure effect is not uniform on all parts of pile and amount of pore pressure increment in top elements is lower than down elements of pile.Further it was proven that average amount of vertical stress on end of pile is of this stress on top of the pile. thus it was concluded that 70% of pile bearing capacity is depend on friction of soil and pile contact surface.Meysam Shirzad ShahrivarAmin Gholi ZadehIranian Society of Structrual Engineering (ISSE)articlesoil and structures interactionfinite element analysis using abaqus softwarepile bearing capacityunderground water levelpore water pressureBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 3, Iss 4, Pp 97-104 (2017)
institution	DOAJ
collection	DOAJ
language	FA
topic	soil and structures interaction finite element analysis using abaqus software pile bearing capacity underground water level pore water pressure Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	soil and structures interaction finite element analysis using abaqus software pile bearing capacity underground water level pore water pressure Bridge engineering TG1-470 Building construction TH1-9745 Meysam Shirzad Shahrivar Amin Gholi Zadeh Numerical investigation of soil and buried structures using finite element analysis
description	Today the important of studying soil effect on behavior of soil contacted structures such as foundations, piles, retaining wall and other similar structures is so much that neglecting of soil-structure interaction effect can cause to untrue results. In this paper soil-structure interaction simulation was done by using Finite element method analysis with ABAQUS version 6.13-14.The results has been presented based on pile function in contact with soil, vertical stresses in soil and structures, pore pressure in drained and undrained condition and underground water level.Final conclusions revealed that pore pressure effect is not uniform on all parts of pile and amount of pore pressure increment in top elements is lower than down elements of pile.Further it was proven that average amount of vertical stress on end of pile is of this stress on top of the pile. thus it was concluded that 70% of pile bearing capacity is depend on friction of soil and pile contact surface.
format	article
author	Meysam Shirzad Shahrivar Amin Gholi Zadeh
author_facet	Meysam Shirzad Shahrivar Amin Gholi Zadeh
author_sort	Meysam Shirzad Shahrivar
title	Numerical investigation of soil and buried structures using finite element analysis
title_short	Numerical investigation of soil and buried structures using finite element analysis
title_full	Numerical investigation of soil and buried structures using finite element analysis
title_fullStr	Numerical investigation of soil and buried structures using finite element analysis
title_full_unstemmed	Numerical investigation of soil and buried structures using finite element analysis
title_sort	numerical investigation of soil and buried structures using finite element analysis
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2017
url	https://doaj.org/article/0b8ad558f7af4c42b43ca7ca7a3d17fc
work_keys_str_mv	AT meysamshirzadshahrivar numericalinvestigationofsoilandburiedstructuresusingfiniteelementanalysis AT amingholizadeh numericalinvestigationofsoilandburiedstructuresusingfiniteelementanalysis
_version_	1718441634843066368

Numerical investigation of soil and buried structures using finite element analysis

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