DAYA DUKUNG ULTIMIT PONDASI DANGKAL DI ATAS TANAH PASIR YANG DIPERKUAT GEOGRID
This research was conducted to compare the ultimate bearing capacity of square footing and strip footing rested on geogrid-reinforced sand via model test in the laboratory. The parameters studied were the top layer depth of geogrid below the footing (u), vertical spacings of geogrid layers (z) and t...
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| Format: | Article |
| Language: | English |
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Petra Christian University
2004-01-01
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| Series: | Civil Engineering Dimension |
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| Online Access: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/15582 |