GEOTECHNICAL DESIGN OF GREEN RIBBON MIXED-USE BUILDING IN MANGGARAI, SOUTH JAKARTA
and 20 upper structure floors. The upper floors function as a lifestyle center and apartment. The geotechnical design aspect of this building consists of a diaphragm wall (D-Wall) retaining wall and bored pile foundation. The geotechnical structure design is based on several bore-log datas that are...
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id-itb.:396872019-06-27T13:45:59ZGEOTECHNICAL DESIGN OF GREEN RIBBON MIXED-USE BUILDING IN MANGGARAI, SOUTH JAKARTA Kevin Juandi, Nicolas Indonesia Final Project soil retaining wall, diaphragm wall, bored pile foundation, ground anchor, pile cap. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/39687 and 20 upper structure floors. The upper floors function as a lifestyle center and apartment. The geotechnical design aspect of this building consists of a diaphragm wall (D-Wall) retaining wall and bored pile foundation. The geotechnical structure design is based on several bore-log datas that are interpreted and correlated to various soil parameters as required. The geotechnical structures, namely the retaining wall and foundation, are designed to withstand static and dynamic loads as specified by the geotechnical engineering code in SNI 8460-2017. The final results will consist of depth of penetration, specification of ground anchor support system, dimensions, and reinforcement of the retaining wall as well as pile configuration, settlement analysis, dimensions, and reinforcement of the pile caps and bored piles. text |
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Institut Teknologi Bandung |
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Institut Teknologi Bandung Library |
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Indonesia Indonesia |
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Indonesia |
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and 20 upper structure floors. The upper floors function as a lifestyle center and apartment. The geotechnical design aspect of this building consists of a diaphragm wall (D-Wall) retaining wall and bored pile foundation. The geotechnical structure design is based on several bore-log datas that are interpreted and correlated to various soil parameters as required. The geotechnical structures, namely the retaining wall and foundation, are designed to withstand static and dynamic loads as specified by the geotechnical engineering code in SNI 8460-2017. The final results will consist of depth of penetration, specification of ground anchor support system, dimensions, and reinforcement of the retaining wall as well as pile configuration, settlement analysis, dimensions, and reinforcement of the pile caps and bored piles.
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| format |
Final Project |
| author |
Kevin Juandi, Nicolas |
| spellingShingle |
Kevin Juandi, Nicolas GEOTECHNICAL DESIGN OF GREEN RIBBON MIXED-USE BUILDING IN MANGGARAI, SOUTH JAKARTA |
| author_facet |
Kevin Juandi, Nicolas |
| author_sort |
Kevin Juandi, Nicolas |
| title |
GEOTECHNICAL DESIGN OF GREEN RIBBON MIXED-USE BUILDING IN MANGGARAI, SOUTH JAKARTA |
| title_short |
GEOTECHNICAL DESIGN OF GREEN RIBBON MIXED-USE BUILDING IN MANGGARAI, SOUTH JAKARTA |
| title_full |
GEOTECHNICAL DESIGN OF GREEN RIBBON MIXED-USE BUILDING IN MANGGARAI, SOUTH JAKARTA |
| title_fullStr |
GEOTECHNICAL DESIGN OF GREEN RIBBON MIXED-USE BUILDING IN MANGGARAI, SOUTH JAKARTA |
| title_full_unstemmed |
GEOTECHNICAL DESIGN OF GREEN RIBBON MIXED-USE BUILDING IN MANGGARAI, SOUTH JAKARTA |
| title_sort |
geotechnical design of green ribbon mixed-use building in manggarai, south jakarta |
| url |
https://digilib.itb.ac.id/gdl/view/39687 |
| _version_ |
1822925365811609600 |