Pengembangan fondasi telapak berkaki untuk mendukung kolom eksentris
(Jurnal Teknologi, 20 (3) Maret 2006 : 161-166, 2006)
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| Construction a building on high-density area must be using foundation by column in side offoundation and this condition cause a high moment. In this research, the moment was solute by installingafoot under foundation. Objective of installing foot is to support the moment from load by momentresistant from lateral earth pressure. Behavior of the footing foundation was studied by research inlaboratories. Laboratory test was doing by 3 variations on length and 3 variations on foot position.Analysis of bearing capacity of fooling foundation was proposed by soil plastic condition assumed Fromthe research, bearing capacity of footing foundation was increasing will: increasing length of foot andfoot under column is the most ejective position. Analysis method that was developed gives satisfiedresult. |
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| No. Panggil : | JUTE-20-3-Sep2006-161 |
| Subjek : | |
| Penerbitan : | [Place of publication not identified]: Jurnal Teknologi, 20 (3) Maret 2006 : 161-166, 2006 |
| Sumber Pengatalogan : | |
| ISSN : | |
| Majalah/Jurnal : | Jurnal Teknologi |
| Volume : | 20 (3) Maret 2006 : 161-166 |
| Tipe Konten : | |
| Tipe Media : | |
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| Akses Elektronik : | |
| Institusi Pemilik : | Universitas Indonesia |
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| No. Panggil | No. Barkod | Ketersediaan |
|---|---|---|
| JUTE-20-3-Sep2006-161 | TERSEDIA |
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| Tidak ada ulasan pada koleksi ini: 20305224 |
