CONSOLIDATION ANALYSIS WITH COMBINATION OF VACUUM PRELOADING AND SURCHARGE PRELOADING WITH FINITE ELEMEN PROGRAM
Soft clay is one type of soil that has low bearing capacity. Soil Improvement need to be done before construction. One method can be used is preloading system. Preloading system can make effective stress of soil increase. This increased related with dissipation of pore water pressure whose called...
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| Format: | Theses |
| Language: | Indonesia |
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| Online Access: | https://digilib.itb.ac.id/gdl/view/45817 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |