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Numerical anlysis of an embankment resting on a combined mass stabilization and lime columns in clayey soil

TA760.M63 2012

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Main Author: Mohammad Hossein Mehrabi
Format: text::Final Year Project
Language:English
Published: 2024
Subjects:
Embankments
Clay soils
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spelling my.uniten.dspace-329252024-07-28T02:01:35Z Numerical anlysis of an embankment resting on a combined mass stabilization and lime columns in clayey soil Mohammad Hossein Mehrabi Embankments Clay soils TA760.M63 2012 From the beginning, deep mixing has been popular to use to improve the strength and decrease the compressibility of soft soils. The primary emphasis of this research dissertation is on stability of embankments supported on columns installed by the deep mixing method. When embankments are constructed over soft foundations, stability often becomes one of the factors in design. Deep mixing methods have been commonly used as an optional to increase in quality of soft soil to intensify the stability. A row of deep mixed columns was modeled in 2-D for guilelessness of analysis. Deep mixed columns were inserted into a firm soil to produce a feasibility of bending failure. Column supported embankments are constructed over soft ground to speed up construction, enhance stability of embankment, control total and differential settlements, and protect adjacent resources. The columns are should be durable and stronger than the existing site soil, and if correctly designed, they can impede immoderate movement of the embankment. If accelerated construction is necessary, or if adjacent existing facilities need to be sheltered, then column-supported embankments may be an appropriate technical solution. Based on the results obtained from several simulations, it was discovered that in order to match the current practice, an embankment with columns in proportion 1:3 in length should be adopted for the side respectively. 2024-07-25T04:10:35Z 2024-07-25T04:10:35Z 2012 Resource Types::text::Final Year Project https://irepository.uniten.edu.my/handle/123456789/32925 en application/pdf
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
language English
topic Embankments
Clay soils
spellingShingle Embankments
Clay soils
Mohammad Hossein Mehrabi
Numerical anlysis of an embankment resting on a combined mass stabilization and lime columns in clayey soil
description TA760.M63 2012
format Resource Types::text::Final Year Project
author Mohammad Hossein Mehrabi
author_facet Mohammad Hossein Mehrabi
author_sort Mohammad Hossein Mehrabi
title Numerical anlysis of an embankment resting on a combined mass stabilization and lime columns in clayey soil
title_short Numerical anlysis of an embankment resting on a combined mass stabilization and lime columns in clayey soil
title_full Numerical anlysis of an embankment resting on a combined mass stabilization and lime columns in clayey soil
title_fullStr Numerical anlysis of an embankment resting on a combined mass stabilization and lime columns in clayey soil
title_full_unstemmed Numerical anlysis of an embankment resting on a combined mass stabilization and lime columns in clayey soil
title_sort numerical anlysis of an embankment resting on a combined mass stabilization and lime columns in clayey soil
publishDate 2024
_version_ 1806426723418374144
score 13.250246

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