The Potential Of Steel Wire As A Binder With Plates To Withstand Loads

Road and bridge construction needs to be supported by a strong system, both in terms of material and connections between structural elements. A pile reinforcement connection system with slab support construction on it needs to be considered to work together in carrying the load. Therefore, research...

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Main Authors: Deardo Samuel Saragih, Novdin Manoktong Sianturi, Virgo Erlando Purba, Dermina Roni Santika Damanik
Format: Article
Language:English
Published: Diponegoro University 2020-11-01
Series:Teknik
Subjects:
Online Access:https://ejournal.undip.ac.id/index.php/teknik/article/view/29936
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spelling doaj-8a35e99592104854ab4a8e95f143587b2021-04-02T19:52:59ZengDiponegoro UniversityTeknik0852-16970852-16972020-11-0141321922410.14710/teknik.v41i3.2993617583The Potential Of Steel Wire As A Binder With Plates To Withstand LoadsDeardo Samuel Saragih0Novdin Manoktong Sianturi1Virgo Erlando Purba2Dermina Roni Santika Damanik3Jurusan Teknik Sipil, Universitas SimalungunJurusan Teknik Sipil, Universitas SimalungunJurusan Teknik Sipil, Universitas SimalungunJurusan Teknik Sipil, Universitas SimalungunRoad and bridge construction needs to be supported by a strong system, both in terms of material and connections between structural elements. A pile reinforcement connection system with slab support construction on it needs to be considered to work together in carrying the load. Therefore, research is needed to determine how much effect the steel wire has as a binding pile with a plate in resisting uniform loads on it. This research was conducted by testing the model in a laboratory on a test medium that was reinforced with the pile with the slab system. Pile joints are distinguished bound perfectly and unbound. A reduction settlement analysis is performed on the difference in settlement for bound and unbound piles. The results showed that the pile system's performance, which was bound with steel wires on the slab, was better at resisting loads. This is known from the reduction of settlement for bound and unbound piles, which is 11.43% for the time stage and 11.51% for the load stage. The system can work together so that the stability of construction is better maintained and more durable.https://ejournal.undip.ac.id/index.php/teknik/article/view/29936sambungantiangpelatkawat bajapenurunanbeban terbagi rata
collection DOAJ
language English
format Article
sources DOAJ
author Deardo Samuel Saragih
Novdin Manoktong Sianturi
Virgo Erlando Purba
Dermina Roni Santika Damanik
spellingShingle Deardo Samuel Saragih
Novdin Manoktong Sianturi
Virgo Erlando Purba
Dermina Roni Santika Damanik
The Potential Of Steel Wire As A Binder With Plates To Withstand Loads
Teknik
sambungan
tiang
pelat
kawat baja
penurunan
beban terbagi rata
author_facet Deardo Samuel Saragih
Novdin Manoktong Sianturi
Virgo Erlando Purba
Dermina Roni Santika Damanik
author_sort Deardo Samuel Saragih
title The Potential Of Steel Wire As A Binder With Plates To Withstand Loads
title_short The Potential Of Steel Wire As A Binder With Plates To Withstand Loads
title_full The Potential Of Steel Wire As A Binder With Plates To Withstand Loads
title_fullStr The Potential Of Steel Wire As A Binder With Plates To Withstand Loads
title_full_unstemmed The Potential Of Steel Wire As A Binder With Plates To Withstand Loads
title_sort potential of steel wire as a binder with plates to withstand loads
publisher Diponegoro University
series Teknik
issn 0852-1697
0852-1697
publishDate 2020-11-01
description Road and bridge construction needs to be supported by a strong system, both in terms of material and connections between structural elements. A pile reinforcement connection system with slab support construction on it needs to be considered to work together in carrying the load. Therefore, research is needed to determine how much effect the steel wire has as a binding pile with a plate in resisting uniform loads on it. This research was conducted by testing the model in a laboratory on a test medium that was reinforced with the pile with the slab system. Pile joints are distinguished bound perfectly and unbound. A reduction settlement analysis is performed on the difference in settlement for bound and unbound piles. The results showed that the pile system's performance, which was bound with steel wires on the slab, was better at resisting loads. This is known from the reduction of settlement for bound and unbound piles, which is 11.43% for the time stage and 11.51% for the load stage. The system can work together so that the stability of construction is better maintained and more durable.
topic sambungan
tiang
pelat
kawat baja
penurunan
beban terbagi rata
url https://ejournal.undip.ac.id/index.php/teknik/article/view/29936
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