KAPASITAS DUKUNG LATERAL FONDASI TIANG TERHADAP PENGARUH GAYA GELOMBANG DAN GAYA ARUS PADA STRUKTUR TRESTEL TIPE DECK ON PILE (Studi Kasus: Dermaga Curah Cair Pelabuhan Kuala Tanjung, Sumut)

Pile foundation is mostly used to support marine structures and offshore platforms. Piles as a structural element of marine structures are required to resist lateral loading due to wave and current force. The extreme wave and current forces can damage pile which have been driven. In some cases, wave...

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محفوظ في:
التفاصيل البيبلوغرافية
المؤلفون الرئيسيون: , JOHANNES ANDIGAN SINAGA, , Prof. Dr. Ir. Bambang Triatmodjo, CES., DEA
التنسيق: Theses and Dissertations NonPeerReviewed
منشور في: [Yogyakarta] : Universitas Gadjah Mada 2014
الموضوعات:
ETD
الوصول للمادة أونلاين:https://repository.ugm.ac.id/133045/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=73594
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المؤسسة: Universitas Gadjah Mada
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spelling id-ugm-repo.1330452016-03-04T07:57:46Z https://repository.ugm.ac.id/133045/ KAPASITAS DUKUNG LATERAL FONDASI TIANG TERHADAP PENGARUH GAYA GELOMBANG DAN GAYA ARUS PADA STRUKTUR TRESTEL TIPE DECK ON PILE (Studi Kasus: Dermaga Curah Cair Pelabuhan Kuala Tanjung, Sumut) , JOHANNES ANDIGAN SINAGA , Prof. Dr. Ir. Bambang Triatmodjo, CES., DEA ETD Pile foundation is mostly used to support marine structures and offshore platforms. Piles as a structural element of marine structures are required to resist lateral loading due to wave and current force. The extreme wave and current forces can damage pile which have been driven. In some cases, wave and current force are main problem in marine structures construction .The general purpose of this study is to determine the wave force and current force acting along a pile and to determine lateral load capacity of pile that resist lateral loading due to wave and current force. This study presents a comprehensive analysis with mathematical solution about lateral load capacity of pile that subjected wave and current force. The case study was carried out in the Trestle of Liquid Bulk Terminal, Kuala Tanjung Port, North Sumatera. All data that are used were collected from instituitions are related to this project, Kuala Tanjung Port Expansion. The analysis of this study used theoritical approach and numerical approach by using SAP2000 software, especially for wave force analysis. The theoritical and numerical analysis shows the critical wave forces and current forces that act along a pile is 8.80 kN. By static mechanism loading, lateral load capacity of one pile that embedded 30 m soil depth is 21.3 kN. Value of lateral load capacity is greater than sum of wave force and current force. This result provide that pile of Trestle of Liquid Bulk Terminal, Kuala Tanjung Port are safe for wave and current forces [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , JOHANNES ANDIGAN SINAGA and , Prof. Dr. Ir. Bambang Triatmodjo, CES., DEA (2014) KAPASITAS DUKUNG LATERAL FONDASI TIANG TERHADAP PENGARUH GAYA GELOMBANG DAN GAYA ARUS PADA STRUKTUR TRESTEL TIPE DECK ON PILE (Studi Kasus: Dermaga Curah Cair Pelabuhan Kuala Tanjung, Sumut). UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=73594
institution Universitas Gadjah Mada
building UGM Library
country Indonesia
collection Repository Civitas UGM
topic ETD
spellingShingle ETD
, JOHANNES ANDIGAN SINAGA
, Prof. Dr. Ir. Bambang Triatmodjo, CES., DEA
KAPASITAS DUKUNG LATERAL FONDASI TIANG TERHADAP PENGARUH GAYA GELOMBANG DAN GAYA ARUS PADA STRUKTUR TRESTEL TIPE DECK ON PILE (Studi Kasus: Dermaga Curah Cair Pelabuhan Kuala Tanjung, Sumut)
description Pile foundation is mostly used to support marine structures and offshore platforms. Piles as a structural element of marine structures are required to resist lateral loading due to wave and current force. The extreme wave and current forces can damage pile which have been driven. In some cases, wave and current force are main problem in marine structures construction .The general purpose of this study is to determine the wave force and current force acting along a pile and to determine lateral load capacity of pile that resist lateral loading due to wave and current force. This study presents a comprehensive analysis with mathematical solution about lateral load capacity of pile that subjected wave and current force. The case study was carried out in the Trestle of Liquid Bulk Terminal, Kuala Tanjung Port, North Sumatera. All data that are used were collected from instituitions are related to this project, Kuala Tanjung Port Expansion. The analysis of this study used theoritical approach and numerical approach by using SAP2000 software, especially for wave force analysis. The theoritical and numerical analysis shows the critical wave forces and current forces that act along a pile is 8.80 kN. By static mechanism loading, lateral load capacity of one pile that embedded 30 m soil depth is 21.3 kN. Value of lateral load capacity is greater than sum of wave force and current force. This result provide that pile of Trestle of Liquid Bulk Terminal, Kuala Tanjung Port are safe for wave and current forces
format Theses and Dissertations
NonPeerReviewed
author , JOHANNES ANDIGAN SINAGA
, Prof. Dr. Ir. Bambang Triatmodjo, CES., DEA
author_facet , JOHANNES ANDIGAN SINAGA
, Prof. Dr. Ir. Bambang Triatmodjo, CES., DEA
author_sort , JOHANNES ANDIGAN SINAGA
title KAPASITAS DUKUNG LATERAL FONDASI TIANG TERHADAP PENGARUH GAYA GELOMBANG DAN GAYA ARUS PADA STRUKTUR TRESTEL TIPE DECK ON PILE (Studi Kasus: Dermaga Curah Cair Pelabuhan Kuala Tanjung, Sumut)
title_short KAPASITAS DUKUNG LATERAL FONDASI TIANG TERHADAP PENGARUH GAYA GELOMBANG DAN GAYA ARUS PADA STRUKTUR TRESTEL TIPE DECK ON PILE (Studi Kasus: Dermaga Curah Cair Pelabuhan Kuala Tanjung, Sumut)
title_full KAPASITAS DUKUNG LATERAL FONDASI TIANG TERHADAP PENGARUH GAYA GELOMBANG DAN GAYA ARUS PADA STRUKTUR TRESTEL TIPE DECK ON PILE (Studi Kasus: Dermaga Curah Cair Pelabuhan Kuala Tanjung, Sumut)
title_fullStr KAPASITAS DUKUNG LATERAL FONDASI TIANG TERHADAP PENGARUH GAYA GELOMBANG DAN GAYA ARUS PADA STRUKTUR TRESTEL TIPE DECK ON PILE (Studi Kasus: Dermaga Curah Cair Pelabuhan Kuala Tanjung, Sumut)
title_full_unstemmed KAPASITAS DUKUNG LATERAL FONDASI TIANG TERHADAP PENGARUH GAYA GELOMBANG DAN GAYA ARUS PADA STRUKTUR TRESTEL TIPE DECK ON PILE (Studi Kasus: Dermaga Curah Cair Pelabuhan Kuala Tanjung, Sumut)
title_sort kapasitas dukung lateral fondasi tiang terhadap pengaruh gaya gelombang dan gaya arus pada struktur trestel tipe deck on pile (studi kasus: dermaga curah cair pelabuhan kuala tanjung, sumut)
publisher [Yogyakarta] : Universitas Gadjah Mada
publishDate 2014
url https://repository.ugm.ac.id/133045/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=73594
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