COMPARATIVE STUDY BETWEEN GROUP PILE OUNDATION DESIGN AND RAFT FOUNDATION WITH BORED PILE SETTLEMENT REDUCER AT OFFICE BUILDING IN JAKARTA

Group pile foundation and raft foundation with bored pile settlement reducer are widely-used foundation system at most of high building constructions in Indonesia. Physically, both of them do not have significant difference, except for their load transfer mechanism. <br /> <br />...

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Main Author: NURANI SJAFRUDDIN (NIM: 15011115), ASRI
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/21287
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:21287
spelling id-itb.:212872017-09-27T10:25:50ZCOMPARATIVE STUDY BETWEEN GROUP PILE OUNDATION DESIGN AND RAFT FOUNDATION WITH BORED PILE SETTLEMENT REDUCER AT OFFICE BUILDING IN JAKARTA NURANI SJAFRUDDIN (NIM: 15011115), ASRI Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/21287 Group pile foundation and raft foundation with bored pile settlement reducer are widely-used foundation system at most of high building constructions in Indonesia. Physically, both of them do not have significant difference, except for their load transfer mechanism. <br /> <br /> <br /> <br /> At the group pile foundation design, only the bearing capacity of the pile foundations is considered, the pile cap is only considered as restrainer. At the raft foundation with bored pile settlement reducer, the pile cap also acts as a raft foundation of which bearing capacity is calculated on load transfer mechanism from the upper structure to the ground. <br /> <br /> <br /> <br /> The result of this study shows the comparison of design which is needed to support the structure between group pile foundation design and raft foundation with bored pile settlement reducer. It is a design which meets determined requirements in upholding load; including pile diameter, pile length, number of piles, space between piles, and raft dimension. <br /> <br /> <br /> <br /> The design will be further analized with LPile and GROUP program to obtain results, in the form of axial force, deflection, shear force, and moment force in the pile. The settlement analysis and safety factor are calculated by using PLAXIS 2D program. Besides, load proportion received by pile foundation and raft foundation are calculated with PLAXIS 3D program. Design reinforcement,which is needed for pile foundation and raft foundation, is conducted as well. 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
description Group pile foundation and raft foundation with bored pile settlement reducer are widely-used foundation system at most of high building constructions in Indonesia. Physically, both of them do not have significant difference, except for their load transfer mechanism. <br /> <br /> <br /> <br /> At the group pile foundation design, only the bearing capacity of the pile foundations is considered, the pile cap is only considered as restrainer. At the raft foundation with bored pile settlement reducer, the pile cap also acts as a raft foundation of which bearing capacity is calculated on load transfer mechanism from the upper structure to the ground. <br /> <br /> <br /> <br /> The result of this study shows the comparison of design which is needed to support the structure between group pile foundation design and raft foundation with bored pile settlement reducer. It is a design which meets determined requirements in upholding load; including pile diameter, pile length, number of piles, space between piles, and raft dimension. <br /> <br /> <br /> <br /> The design will be further analized with LPile and GROUP program to obtain results, in the form of axial force, deflection, shear force, and moment force in the pile. The settlement analysis and safety factor are calculated by using PLAXIS 2D program. Besides, load proportion received by pile foundation and raft foundation are calculated with PLAXIS 3D program. Design reinforcement,which is needed for pile foundation and raft foundation, is conducted as well.
format Final Project
author NURANI SJAFRUDDIN (NIM: 15011115), ASRI
spellingShingle NURANI SJAFRUDDIN (NIM: 15011115), ASRI
COMPARATIVE STUDY BETWEEN GROUP PILE OUNDATION DESIGN AND RAFT FOUNDATION WITH BORED PILE SETTLEMENT REDUCER AT OFFICE BUILDING IN JAKARTA
author_facet NURANI SJAFRUDDIN (NIM: 15011115), ASRI
author_sort NURANI SJAFRUDDIN (NIM: 15011115), ASRI
title COMPARATIVE STUDY BETWEEN GROUP PILE OUNDATION DESIGN AND RAFT FOUNDATION WITH BORED PILE SETTLEMENT REDUCER AT OFFICE BUILDING IN JAKARTA
title_short COMPARATIVE STUDY BETWEEN GROUP PILE OUNDATION DESIGN AND RAFT FOUNDATION WITH BORED PILE SETTLEMENT REDUCER AT OFFICE BUILDING IN JAKARTA
title_full COMPARATIVE STUDY BETWEEN GROUP PILE OUNDATION DESIGN AND RAFT FOUNDATION WITH BORED PILE SETTLEMENT REDUCER AT OFFICE BUILDING IN JAKARTA
title_fullStr COMPARATIVE STUDY BETWEEN GROUP PILE OUNDATION DESIGN AND RAFT FOUNDATION WITH BORED PILE SETTLEMENT REDUCER AT OFFICE BUILDING IN JAKARTA
title_full_unstemmed COMPARATIVE STUDY BETWEEN GROUP PILE OUNDATION DESIGN AND RAFT FOUNDATION WITH BORED PILE SETTLEMENT REDUCER AT OFFICE BUILDING IN JAKARTA
title_sort comparative study between group pile oundation design and raft foundation with bored pile settlement reducer at office building in jakarta
url https://digilib.itb.ac.id/gdl/view/21287
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