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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Format: | Article |
Language: | English |
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Institut Teknologi Bandung
2011-08-01
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Series: | Jurnal Teknik Sipil |
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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. |
first_indexed | 2024-12-22T16:29:40Z |
format | Article |
id | doaj.art-6161a49e48fb45ce806d1f0b3cd34a58 |
institution | Directory Open Access Journal |
issn | 0853-2982 2549-2659 |
language | English |
last_indexed | 2024-12-22T16:29:40Z |
publishDate | 2011-08-01 |
publisher | Institut Teknologi Bandung |
record_format | Article |
series | Jurnal Teknik Sipil |
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 |