STABILITAS FONDASI DANGKAL PADA LERENG DENGAN PROGRAM PLAXIS
| Main Authors: | Wendy, Wendy, Andryan, Suhendra |
|---|---|
| Format: | Article PeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
Binus University
, 2009
|
| Subjects: | |
| Online Access: |
http://eprints.binus.ac.id/13336/1/02-Wendy-ABSTRACT.pdf http://eprints.binus.ac.id/13336/ |
| ctrlnum |
13336 |
|---|---|
| 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"><relation>http://eprints.binus.ac.id/13336/</relation><title>STABILITAS FONDASI DANGKAL PADA LERENG DENGAN PROGRAM PLAXIS</title><creator>Wendy, Wendy</creator><creator>Andryan, Suhendra</creator><subject>Architectural and Civil Engineering</subject><description>Placement of shallow foundation is not always placed on ground which has a flat contour, but in certain condition,
the shallow foundation is placed next to the slope. Therefore, an analysis of soil carrying capacity on the foundation needs
to be done to find out how strong the sloped land can sustain shallow foundation above it. Slope inclination and distance
of the shallow foundation to the slopes also affect the amount of soil carrying capacity. Article clarifies the placement of a
continuous shallow foundation and placed next to the slope. Whereas the distance to slope and the slope inclination were
varied to determine how big the influence on land carrying capacity. The calculation method was done by a Plaxis program
version 8.6, based on element, compared with the carrying capacity calculations manually. Output from Plaxis will be used
as a study in this research. The results of manual calculation and calculation of Plaxis program and value of the land carrying
capacity on the off-sand soil which was different about 1 to 15 percent. Whereas for the clay soil in drained condition, the
difference was about 1 to 19 percent.</description><publisher>Binus University</publisher><date>2009-05</date><type>Journal:Article</type><type>PeerReview:PeerReviewed</type><type>Book:Book</type><language>eng</language><rights/><identifier>http://eprints.binus.ac.id/13336/1/02-Wendy-ABSTRACT.pdf</identifier><identifier> Wendy, Wendy and Andryan, Suhendra (2009) STABILITAS FONDASI DANGKAL PADA LERENG DENGAN PROGRAM PLAXIS. Jurnal Partisi, 06 (01). ISSN - </identifier><relation>
http://library.binus.ac.id/Collections/journal_detail.aspx?subject=10&volnoed=Volume 06 / Nomor 01 / May 2009&title=STABILITAS FONDASI DANGKAL PADA LERENG DENGAN PROGRAM PLAXIS
</relation><recordID>13336</recordID></dc>
|
| language |
eng |
| format |
Journal:Article Journal PeerReview:PeerReviewed PeerReview Book:Book Book |
| author |
Wendy, Wendy Andryan, Suhendra |
| title |
STABILITAS FONDASI DANGKAL PADA LERENG DENGAN PROGRAM PLAXIS |
| publisher |
Binus University |
| publishDate |
2009 |
| topic |
Architectural and Civil Engineering |
| url |
http://eprints.binus.ac.id/13336/1/02-Wendy-ABSTRACT.pdf http://eprints.binus.ac.id/13336/ |
| contents |
Placement of shallow foundation is not always placed on ground which has a flat contour, but in certain condition,
the shallow foundation is placed next to the slope. Therefore, an analysis of soil carrying capacity on the foundation needs
to be done to find out how strong the sloped land can sustain shallow foundation above it. Slope inclination and distance
of the shallow foundation to the slopes also affect the amount of soil carrying capacity. Article clarifies the placement of a
continuous shallow foundation and placed next to the slope. Whereas the distance to slope and the slope inclination were
varied to determine how big the influence on land carrying capacity. The calculation method was done by a Plaxis program
version 8.6, based on element, compared with the carrying capacity calculations manually. Output from Plaxis will be used
as a study in this research. The results of manual calculation and calculation of Plaxis program and value of the land carrying
capacity on the off-sand soil which was different about 1 to 15 percent. Whereas for the clay soil in drained condition, the
difference was about 1 to 19 percent. |
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IOS3176.13336 |
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Universitas Bina Nusantara |
| institution_id |
106 |
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library:university library |
| library |
Binus University Library and Knowledge Center |
| library_id |
478 |
| collection |
Binus University e-Thesis Repository |
| repository_id |
3176 |
| city |
JAKARTA BARAT |
| province |
DKI JAKARTA |
| repoId |
IOS3176 |
| first_indexed |
2016-09-23T10:48:30Z |
| last_indexed |
2016-09-23T10:48:30Z |
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dc |
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1766040273271390208 |
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17.13294 |