PENURUNAN KONSOLIDASI EMBANKMENT DI ATAS TANAH LEMPUNG LUNAK
The soil settlement can be easily calculated based on the Boussineqs’ theory. However, the approximate method has some limitation when applied in different soils. In this study, a simple model of embankment over the soft clay soils is devised to study the settlement characteristics. The model is s...
| Main Author: | Agus Setyo Muntohar |
|---|---|
| Format: | Laporan Penelitian |
| Language: | Bahasa Indonesia |
| Published: |
Jurnal Semesta Teknika UMY
2004
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| Subjects: | |
| Online Access: |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64336 |