Studi Pengaruh Stabilisasi Tanah Lempung Lunak Menggunakan Kolom Kapur Terhadap Parameter Kecepatan Penurunan Tanah
Soft clay is kind of problem in building and highway foundation design. This type of soils, have low coefficient consolidation (Cv) parameter. This condition will cause that soils have very long duration in consolidation process. Limes column stabilization method can be applicable to solve this prob...
| Main Authors: | , , |
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| Format: | Article |
| Language: | Indonesian |
| Published: |
Universitas Jenderal Soedirman
2008-09-01
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| Series: | Dinamika Rekayasa |
| Subjects: | |
| Online Access: | http://dinarek.unsoed.ac.id/jurnal/index.php/dinarek/article/view/127 |