SOIL BEHAVIOUR STUDY ON VACUUM AND PRELOADING SOIL IMPROVEMENT PROJECT WITH FINITE ELEMENT PROGRAM
Soft clays are soils which have relatively low bearing capacity and high compressibility level. This leads to a problem where soft clays tend to consolidate in a very long period when pressure is applied. To prevent this from happening, the use of vacuum and preloading (combined) is one of the best...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/52945 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |