GEOTECHNICAL DESIGN OF TAMBAK LOROK FISHING PORT IN SEMARANG
Tambak Lorok fishing port facilitates the production and marketing of fishery products in the North Semarang region, supervision and utilization of fish resources for their preservation, and the smooth operation of fishing vessels. The Port of Tambak Lorok Semarang will be designed as a Class C port...
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id-itb.:742552023-06-27T11:37:37ZGEOTECHNICAL DESIGN OF TAMBAK LOROK FISHING PORT IN SEMARANG Oktaviani, Putri Indonesia Final Project fishing port, wharf, pile, embankment, pre-fabricated vertical drained, pre-loading. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/74255 Tambak Lorok fishing port facilitates the production and marketing of fishery products in the North Semarang region, supervision and utilization of fish resources for their preservation, and the smooth operation of fishing vessels. The Port of Tambak Lorok Semarang will be designed as a Class C port. The design of the port includes dock structures, coastal security (revetment), breakwater (breakwater), and piles. Geotechnical design is needed in designing Pier piles, piles around the pier area, and soil improvement using Prefabricated Vertical Drain (PVD), preloading, and bamboo mat piles for soil under Breakwater. The design of the port also includes construction methods and project development budget plans. The final result of this final project is the dimensions of the pile foundation, slope stability under the pile, PVD installation configuration, pre-loading stages, construction methods, and budget plans that include the structure of the pier, breakwater, revetment, and embankment in the area around the pier. text |
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Tambak Lorok fishing port facilitates the production and marketing of fishery products in the North Semarang region, supervision and utilization of fish resources for their preservation, and the smooth operation of fishing vessels. The Port of Tambak Lorok Semarang will be designed as a Class C port. The design of the port includes dock structures, coastal security (revetment), breakwater (breakwater), and piles. Geotechnical design is needed in designing Pier piles, piles around the pier area, and soil improvement using Prefabricated Vertical Drain (PVD), preloading, and bamboo mat piles for soil under Breakwater. The design of the port also includes construction methods and project development budget plans. The final result of this final project is the dimensions of the pile foundation, slope stability under the pile, PVD installation configuration, pre-loading stages, construction methods, and budget plans that include the structure of the pier, breakwater, revetment, and embankment in the area around the pier.
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format |
Final Project |
author |
Oktaviani, Putri |
spellingShingle |
Oktaviani, Putri GEOTECHNICAL DESIGN OF TAMBAK LOROK FISHING PORT IN SEMARANG |
author_facet |
Oktaviani, Putri |
author_sort |
Oktaviani, Putri |
title |
GEOTECHNICAL DESIGN OF TAMBAK LOROK FISHING PORT IN SEMARANG |
title_short |
GEOTECHNICAL DESIGN OF TAMBAK LOROK FISHING PORT IN SEMARANG |
title_full |
GEOTECHNICAL DESIGN OF TAMBAK LOROK FISHING PORT IN SEMARANG |
title_fullStr |
GEOTECHNICAL DESIGN OF TAMBAK LOROK FISHING PORT IN SEMARANG |
title_full_unstemmed |
GEOTECHNICAL DESIGN OF TAMBAK LOROK FISHING PORT IN SEMARANG |
title_sort |
geotechnical design of tambak lorok fishing port in semarang |
url |
https://digilib.itb.ac.id/gdl/view/74255 |
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1822279824845045760 |