Pengaruh Beban Kendaraan sebagai Beban Terbagi Rata terhadap Deformasi Geogrid sebagai Perkuatan Embankment
Soft soil such as clay was sensitive soil. Public contructions built in this kind of soil would face some problemssuch as long period consolidation time, unstable embankment slope, not easily compacted and high level settlement. Some solution that could be suggested were the usage of vertical drain,...
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| Format: | Article |
| Language: | Indonesian |
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Universitas Jenderal Soedirman
2012-02-01
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| Series: | Dinamika Rekayasa |
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| Online Access: | http://dinarek.unsoed.ac.id/jurnal/index.php/dinarek/article/view/57 |