Development of Bearing Capacity Factor in Clay Soil with Normalized Undrained Shear Strength Behavior using The Finite Element Method

This paper presents a development of bearing capacity factor chart for strip footing laying on clay soil with normalized undrained shear strength using finite element method. Since stress history and normalized soil engineering properties concept were introduced in 1974 by Ladd and Foot, the new ap...

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Main Author: Aswin Lim
Format: Article
Language:English
Published: Institut Teknologi Bandung 2011-08-01
Series:Jurnal Teknik Sipil
Subjects:
Online Access:http://journals.itb.ac.id/index.php/jts/article/view/2794/1392
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author Aswin Lim
author_facet Aswin Lim
author_sort Aswin Lim
collection DOAJ
description This paper presents a development of bearing capacity factor chart for strip footing laying on clay soil with normalized undrained shear strength using finite element method. Since stress history and normalized soil engineering properties concept were introduced in 1974 by Ladd and Foot, the new approach of design for clays has evolved. In order to accommodate this new approach, a study is conducted to see the effect of the normalized soil properties on bearing capacity factor, especially footings on clays. The results show that the effect of normalized undrained shear strength is more sensitive for soft clays rather than stiff clays.
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spelling doaj.art-6161a49e48fb45ce806d1f0b3cd34a582022-12-21T18:20:06ZengInstitut Teknologi BandungJurnal Teknik Sipil0853-29822549-26592011-08-011821810.5614/jts.2011.18.2.4Development of Bearing Capacity Factor in Clay Soil with Normalized Undrained Shear Strength Behavior using The Finite Element MethodAswin Lim0Parahyangan Catholic UniversityThis paper presents a development of bearing capacity factor chart for strip footing laying on clay soil with normalized undrained shear strength using finite element method. Since stress history and normalized soil engineering properties concept were introduced in 1974 by Ladd and Foot, the new approach of design for clays has evolved. In order to accommodate this new approach, a study is conducted to see the effect of the normalized soil properties on bearing capacity factor, especially footings on clays. The results show that the effect of normalized undrained shear strength is more sensitive for soft clays rather than stiff clays.http://journals.itb.ac.id/index.php/jts/article/view/2794/1392bearing capacity factornormalized undrained shear strength
spellingShingle Aswin Lim
Development of Bearing Capacity Factor in Clay Soil with Normalized Undrained Shear Strength Behavior using The Finite Element Method
Jurnal Teknik Sipil
bearing capacity factor
normalized undrained shear strength
title Development of Bearing Capacity Factor in Clay Soil with Normalized Undrained Shear Strength Behavior using The Finite Element Method
title_full Development of Bearing Capacity Factor in Clay Soil with Normalized Undrained Shear Strength Behavior using The Finite Element Method
title_fullStr Development of Bearing Capacity Factor in Clay Soil with Normalized Undrained Shear Strength Behavior using The Finite Element Method
title_full_unstemmed Development of Bearing Capacity Factor in Clay Soil with Normalized Undrained Shear Strength Behavior using The Finite Element Method
title_short Development of Bearing Capacity Factor in Clay Soil with Normalized Undrained Shear Strength Behavior using The Finite Element Method
title_sort development of bearing capacity factor in clay soil with normalized undrained shear strength behavior using the finite element method
topic bearing capacity factor
normalized undrained shear strength
url http://journals.itb.ac.id/index.php/jts/article/view/2794/1392
work_keys_str_mv AT aswinlim developmentofbearingcapacityfactorinclaysoilwithnormalizedundrainedshearstrengthbehaviorusingthefiniteelementmethod