DESIGN OF FOUNDATION AND DIAPHRAGM WALL WITH GROUND ACHOR SYSTEM FOR GREEN MOTION BUILDING – OFFICE AND LIFESTYLE CENTER IN MEDAN

DESIGN OF FOUNDATION AND DIAPHRAGM WALL WITH GROUND ACHOR SYSTEM FOR GREEN MOTION BUILDING – OFFICE AND LIFESTYLE CENTER IN MEDAN

A foundation system should be able to endure the loads both the axial load and lateral load from the structure. High potential of earthquake in Indonesia increase probability of liquefaction risk. The purpose of this project is designing bored piles for Green Motion Building. 11 m excavation for ba...

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Main Author: Pradana, Terra
Format: Final Project
Language:Indonesia
Subjects:
Teknik sipil
Online Access:https://digilib.itb.ac.id/gdl/view/39454
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:39454
spelling id-itb.:394542019-06-26T13:43:18ZDESIGN OF FOUNDATION AND DIAPHRAGM WALL WITH GROUND ACHOR SYSTEM FOR GREEN MOTION BUILDING – OFFICE AND LIFESTYLE CENTER IN MEDAN Pradana, Terra Teknik sipil Indonesia Final Project bored piles foundation, diaphragm wall, anchor, PLAXIS 2D INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/39454 A foundation system should be able to endure the loads both the axial load and lateral load from the structure. High potential of earthquake in Indonesia increase probability of liquefaction risk. The purpose of this project is designing bored piles for Green Motion Building. 11 m excavation for basement is designed using diaphragm wall and prestressed ground anchor. The analysis is calculated using PLAXIS 2D with hardening soil model. Thickness of diaphragm wall is 0,8 m with 22 m penetration depth from the surface. The ground anchor is installed at the elevation -3 m and -7 m with prestressed force. 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 sipil
spellingShingle Teknik sipil
Pradana, Terra
DESIGN OF FOUNDATION AND DIAPHRAGM WALL WITH GROUND ACHOR SYSTEM FOR GREEN MOTION BUILDING – OFFICE AND LIFESTYLE CENTER IN MEDAN
description A foundation system should be able to endure the loads both the axial load and lateral load from the structure. High potential of earthquake in Indonesia increase probability of liquefaction risk. The purpose of this project is designing bored piles for Green Motion Building. 11 m excavation for basement is designed using diaphragm wall and prestressed ground anchor. The analysis is calculated using PLAXIS 2D with hardening soil model. Thickness of diaphragm wall is 0,8 m with 22 m penetration depth from the surface. The ground anchor is installed at the elevation -3 m and -7 m with prestressed force.
format Final Project
author Pradana, Terra
author_facet Pradana, Terra
author_sort Pradana, Terra
title DESIGN OF FOUNDATION AND DIAPHRAGM WALL WITH GROUND ACHOR SYSTEM FOR GREEN MOTION BUILDING – OFFICE AND LIFESTYLE CENTER IN MEDAN
title_short DESIGN OF FOUNDATION AND DIAPHRAGM WALL WITH GROUND ACHOR SYSTEM FOR GREEN MOTION BUILDING – OFFICE AND LIFESTYLE CENTER IN MEDAN
title_full DESIGN OF FOUNDATION AND DIAPHRAGM WALL WITH GROUND ACHOR SYSTEM FOR GREEN MOTION BUILDING – OFFICE AND LIFESTYLE CENTER IN MEDAN
title_fullStr DESIGN OF FOUNDATION AND DIAPHRAGM WALL WITH GROUND ACHOR SYSTEM FOR GREEN MOTION BUILDING – OFFICE AND LIFESTYLE CENTER IN MEDAN
title_full_unstemmed DESIGN OF FOUNDATION AND DIAPHRAGM WALL WITH GROUND ACHOR SYSTEM FOR GREEN MOTION BUILDING – OFFICE AND LIFESTYLE CENTER IN MEDAN
title_sort design of foundation and diaphragm wall with ground achor system for green motion building – office and lifestyle center in medan
url https://digilib.itb.ac.id/gdl/view/39454
_version_ 1822925297140367360

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