STUDY OF SOIL IMPROVEMENT OF LAND RECLAMATION USING DREDGED MUD AS THE FILL MATERIAL

Land reclamation will become more challenging in the future due the depleting availability and rising cost of granular fill materials. One solution is to use dredged mud from a nearby riverbed or from the surrounding seabed. The main goal of this final project is to analyze the effectiveness of u...

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Main Author: Bratanata, Jonathan
Format: Final Project
Language:Indonesia
Subjects:
Online Access:https://digilib.itb.ac.id/gdl/view/55871
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:55871
spelling id-itb.:558712021-06-19T19:26:06ZSTUDY OF SOIL IMPROVEMENT OF LAND RECLAMATION USING DREDGED MUD AS THE FILL MATERIAL Bratanata, Jonathan Teknik (Rekayasa, enjinering dan kegiatan berkaitan) Indonesia Final Project dredged mud, soil improvement, PVD, vacuum, cement, rigid inclusion, cost analysis INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/55871 Land reclamation will become more challenging in the future due the depleting availability and rising cost of granular fill materials. One solution is to use dredged mud from a nearby riverbed or from the surrounding seabed. The main goal of this final project is to analyze the effectiveness of using dredged mud as the main fill material in land reclamation. Because the dredged mud used mainly consist of soft clay and has a high water content, it has a relatively low bearing capacity and high compressibility level. That is why soil improvement must be carried out. The soil improvement methods explored in this study are prefabricated vertical drain (PVD) with vacuum preloading, cement mixed dredged mud, and rigid inclusion. Each method was analyzed based on their individual specifications and characteristics so that the output is a design recommendation for each method. Based on each design recommendation, a cost analysis has been conducted for each method of soil improvement. The output of that analysis has been compared with the conventional method of land reclamation which uses granular fill with the base soil being treated with PVD and preloading. The results of these analysis are that the PVD with vacuum preloading method is the most efficient method based on the method of construction and cost. Using the recommended designs, the cement treated dredged mud and rigid inclusion methods have a similar cost to the conventional method of reclamation while having a more complex method of construction. However, as the process is refined and optimized for both the cement treated dredged mud and rigid inclusion methods, then both methods can be a viable alternative for land reclamation using dredged mud as the fill material. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
topic Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
spellingShingle Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
Bratanata, Jonathan
STUDY OF SOIL IMPROVEMENT OF LAND RECLAMATION USING DREDGED MUD AS THE FILL MATERIAL
description Land reclamation will become more challenging in the future due the depleting availability and rising cost of granular fill materials. One solution is to use dredged mud from a nearby riverbed or from the surrounding seabed. The main goal of this final project is to analyze the effectiveness of using dredged mud as the main fill material in land reclamation. Because the dredged mud used mainly consist of soft clay and has a high water content, it has a relatively low bearing capacity and high compressibility level. That is why soil improvement must be carried out. The soil improvement methods explored in this study are prefabricated vertical drain (PVD) with vacuum preloading, cement mixed dredged mud, and rigid inclusion. Each method was analyzed based on their individual specifications and characteristics so that the output is a design recommendation for each method. Based on each design recommendation, a cost analysis has been conducted for each method of soil improvement. The output of that analysis has been compared with the conventional method of land reclamation which uses granular fill with the base soil being treated with PVD and preloading. The results of these analysis are that the PVD with vacuum preloading method is the most efficient method based on the method of construction and cost. Using the recommended designs, the cement treated dredged mud and rigid inclusion methods have a similar cost to the conventional method of reclamation while having a more complex method of construction. However, as the process is refined and optimized for both the cement treated dredged mud and rigid inclusion methods, then both methods can be a viable alternative for land reclamation using dredged mud as the fill material.
format Final Project
author Bratanata, Jonathan
author_facet Bratanata, Jonathan
author_sort Bratanata, Jonathan
title STUDY OF SOIL IMPROVEMENT OF LAND RECLAMATION USING DREDGED MUD AS THE FILL MATERIAL
title_short STUDY OF SOIL IMPROVEMENT OF LAND RECLAMATION USING DREDGED MUD AS THE FILL MATERIAL
title_full STUDY OF SOIL IMPROVEMENT OF LAND RECLAMATION USING DREDGED MUD AS THE FILL MATERIAL
title_fullStr STUDY OF SOIL IMPROVEMENT OF LAND RECLAMATION USING DREDGED MUD AS THE FILL MATERIAL
title_full_unstemmed STUDY OF SOIL IMPROVEMENT OF LAND RECLAMATION USING DREDGED MUD AS THE FILL MATERIAL
title_sort study of soil improvement of land reclamation using dredged mud as the fill material
url https://digilib.itb.ac.id/gdl/view/55871
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