ANALYSIS OF DESIGN AND SOFT SOILS IMPROVEMENT ON LIQUID BULK DOCK REVETMENT
The unique soil layering in coastal areas or waterfront areas is largely the result of tectonic plate movement and erosion and sedimentation processes. The sedimentation and erosion process forms layers or deposits of soft soil that vary at relatively close distances. In the Construction of the L...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/71214 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | The unique soil layering in coastal areas or waterfront areas is largely the result of tectonic
plate movement and erosion and sedimentation processes. The sedimentation and erosion
process forms layers or deposits of soft soil that vary at relatively close distances. In the
Construction of the Liquid Bulk Pier Revetment in Benoa, Bali Province, there are thick and
varied soft soil deposits. This condition results in a potential long-term settlement that affects
the stability of the dock. Differential settlements have the potential to occur due to varying
soft soil thicknesses. The pier is planned to accommodate ships with a capacity of 30000
DWT, so it requires dredging on the sea side of the pier. These two things are the
determinants of the Revetment system or soil retention from the dock. The Deck on Pile
system is the best alternative solution for docks that have thick and varied soft soil
thicknesses.
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