EVALUASI PENURUNAN TANAH LIAT DENGAN METODE SUB-LAYER
Consolidation settlement is commonly computed using one-point method, where a clay deposit is assumed as one layer and the stress increase from foundation is taken at the middle of the layer. This method is not accurate for determining consolidation settlement of a thick clay deposit. This paper pre...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Petra Christian University
2003-01-01
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| Series: | Civil Engineering Dimension |
| Subjects: | |
| Online Access: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/15564 |