GEOTECHNICAL PLANNING FOR KUALA SAMBOJA PORT
Kuala Samboja Port consists of sea side facilities, such as trestle and multipurpose jetty which accommodate general cargo comodity, dry bulk comodity, and liquid bulk comodity. There are also land side facilities, namely stockpiles, oil tanks, warehouses, and roads to be built on reclaimed land. Ge...
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id-itb.:563112021-06-21T20:42:01ZGEOTECHNICAL PLANNING FOR KUALA SAMBOJA PORT Gunawan, Henry Indonesia Final Project driven pile, reclamation, retaining wall, bearing capacity, settlement, stability, preloading, prefabricated vertical drain, Ensoft GROUP, GeoStudio Slope/W. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/56311 Kuala Samboja Port consists of sea side facilities, such as trestle and multipurpose jetty which accommodate general cargo comodity, dry bulk comodity, and liquid bulk comodity. There are also land side facilities, namely stockpiles, oil tanks, warehouses, and roads to be built on reclaimed land. Geotechnical designs are required in jetty and trestle piles, embankments on reclamation zone, and reclamation shield which is designed as soil retaining wall. Piles are designed with concrete pipe material and divided to three (3) sizes based on the location. Driven pile analysis was done by paying attention to axial bearing capacity, lateral bearing capacity using Ensoft GROUP, and settlement. Design of reclamation zone uses preloading method plus prefabricated vertical drain (PVD) by taking account to the bearing capacity, settlement, and duration of consolidation. The protection design aims to protect the reclaimed zone from seawater scouring. The components that are considered in the design are settlement, duration of consolidation, static and pseudostatic stability of retaining wall, slope stability using GeoStudio Slope/W, and bearing capacity. text |
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Kuala Samboja Port consists of sea side facilities, such as trestle and multipurpose jetty which accommodate general cargo comodity, dry bulk comodity, and liquid bulk comodity. There are also land side facilities, namely stockpiles, oil tanks, warehouses, and roads to be built on reclaimed land. Geotechnical designs are required in jetty and trestle piles, embankments on reclamation zone, and reclamation shield which is designed as soil retaining wall. Piles are designed with concrete pipe material and divided to three (3) sizes based on the location. Driven pile analysis was done by paying attention to axial bearing capacity, lateral bearing capacity using Ensoft GROUP, and settlement. Design of reclamation zone uses preloading method plus prefabricated vertical drain (PVD) by taking account to the bearing capacity, settlement, and duration of consolidation. The protection design aims to protect the reclaimed zone from seawater scouring. The components that are considered in the design are settlement, duration of consolidation, static and pseudostatic stability of retaining wall, slope stability using GeoStudio Slope/W, and bearing capacity. |
format |
Final Project |
author |
Gunawan, Henry |
spellingShingle |
Gunawan, Henry GEOTECHNICAL PLANNING FOR KUALA SAMBOJA PORT |
author_facet |
Gunawan, Henry |
author_sort |
Gunawan, Henry |
title |
GEOTECHNICAL PLANNING FOR KUALA SAMBOJA PORT |
title_short |
GEOTECHNICAL PLANNING FOR KUALA SAMBOJA PORT |
title_full |
GEOTECHNICAL PLANNING FOR KUALA SAMBOJA PORT |
title_fullStr |
GEOTECHNICAL PLANNING FOR KUALA SAMBOJA PORT |
title_full_unstemmed |
GEOTECHNICAL PLANNING FOR KUALA SAMBOJA PORT |
title_sort |
geotechnical planning for kuala samboja port |
url |
https://digilib.itb.ac.id/gdl/view/56311 |
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