DEVELOPMENT OF FINITE DIFFERENCE METHOD APPLIED TO CONSOLIDATION ANALYSIS OF EMBANKMENTS
| Main Author: | Tandjiria, Vipman; Faculty of Civil Engineering and Planning, Petra Christian University |
|---|---|
| Format: | Article info application/pdf eJournal |
| Bahasa: | eng |
| Terbitan: |
Institute of Research and Community Outreach - Petra Christian University
, 2004
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| Subjects: | |
| Online Access: |
http://ced.petra.ac.id/index.php/civ/article/view/15510 http://ced.petra.ac.id/index.php/civ/article/view/15510/15502 |
| ctrlnum |
article-15510 |
|---|---|
| fullrecord |
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<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><title lang="en-US">DEVELOPMENT OF FINITE DIFFERENCE METHOD APPLIED TO CONSOLIDATION ANALYSIS OF EMBANKMENTS</title><creator>Tandjiria, Vipman; Faculty of Civil Engineering and Planning, Petra Christian University</creator><subject lang="en-US">Embankment, Excess pore pressure, Consolidation, Finite Difference method, Skempton’s parameter</subject><description lang="en-US">This study presents the development of the finite difference method applied to consolidation analysis of embankments. To analyse the consolidation of the embankment as real as possible, the finite difference method in two dimensional directions was performed. Existing soils under embankments have varying stresses due to stress history and geological background. Therefore, Skempton’s parameter “A” which is a function of vertical stresses was taken into account in this study. Two case studies were chosen to verify the proposed method. It is found out that results obtained from the proposed method agree with either recorded data or results solved using another solution.</description><publisher lang="en-US">Institute of Research and Community Outreach - Petra Christian University</publisher><date>2004-06-01</date><type>Journal:Article</type><type>Other:info:eu-repo/semantics/publishedVersion</type><type>File:application/pdf</type><identifier>http://ced.petra.ac.id/index.php/civ/article/view/15510</identifier><identifier>10.9744/ced.1.2.pp. 73-80</identifier><source lang="en-US">Civil Engineering Dimension; Vol 1, No 2 (1999): SEPTEMBER 1999; pp. 73-80</source><language>eng</language><relation>http://ced.petra.ac.id/index.php/civ/article/view/15510/15502</relation><rights>Authors who publish with this journal agree to the following terms: Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).   </rights><recordID>article-15510</recordID></dc>
|
| language |
eng |
| format |
Journal:Article Journal Other:info:eu-repo/semantics/publishedVersion Other File:application/pdf File Journal:eJournal |
| author |
Tandjiria, Vipman; Faculty of Civil Engineering and Planning, Petra Christian University |
| title |
DEVELOPMENT OF FINITE DIFFERENCE METHOD APPLIED TO CONSOLIDATION ANALYSIS OF EMBANKMENTS |
| publisher |
Institute of Research and Community Outreach - Petra Christian University |
| publishDate |
2004 |
| topic |
Embankment Excess pore pressure Consolidation Finite Difference method Skempton’s parameter |
| url |
http://ced.petra.ac.id/index.php/civ/article/view/15510 http://ced.petra.ac.id/index.php/civ/article/view/15510/15502 |
| contents |
This study presents the development of the finite difference method applied to consolidation analysis of embankments. To analyse the consolidation of the embankment as real as possible, the finite difference method in two dimensional directions was performed. Existing soils under embankments have varying stresses due to stress history and geological background. Therefore, Skempton’s parameter “A” which is a function of vertical stresses was taken into account in this study. Two case studies were chosen to verify the proposed method. It is found out that results obtained from the proposed method agree with either recorded data or results solved using another solution. |
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Universitas Kristen Petra Surabaya |
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Perpustakaan Universitas Kristen Petra Surabaya |
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Civil Engineering Dimension |
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3114 |
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Rekayasa |
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KOTA SURABAYA |
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JAWA TIMUR |
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IOS3114 |
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2016-09-23T02:34:06Z |
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2016-09-23T02:34:06Z |
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