EVALUASI DINDING PENAHAN TANAH JENIS SOLDIERPILE DENGAN PERKUATAN STRUTTING BAJA PADA LANTAI BASEMENT (Studi Kasus : Proyek Bintaro Jaya Xchange Tahap 2)

SODIKUN, SODIKUN (2020) EVALUASI DINDING PENAHAN TANAH JENIS SOLDIERPILE DENGAN PERKUATAN STRUTTING BAJA PADA LANTAI BASEMENT (Studi Kasus : Proyek Bintaro Jaya Xchange Tahap 2). S1 thesis, Universitas Mercu Buana Jakarta.

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Abstract

Retaining Wall is a structure designed to maintain and maintain two different ground elevations (Coduto, 2001). The Bintaro Jaya Xchange Phase 2 project is located in the Pondok Aren area, Bintaro, South Tangerang. This project consists of 2 basement floors, 5 floors of a mall building, 2 floors of an Oceanarium building and 12 floors of a hotel building. On the Basement floor, there are utility buildings such as STP, Grease Trap, Genset Room, and Sumppit. The area that is the focus of the author is the STP area. This STP work starts from the installation of the Soldier Pile, the installation of Strutting, excavation work and finally, the work of building the upper and lower structures of the STP. The limitation of writing this thesis report is to evaluate the shift in Soldier Pile. During the project, the area around the STP area is used for access to the work road and the stock yard material so that it can affect the size of the shift in the Soldier Pile. During the activity, routine evaluation is needed so that soil stability and the shift in Soldier Pile are not too large. Keywords: Retaining Wall, Soldier Pile, Strutting, Diplacement. Dinding Penahan Tanah merupakan struktur yang didesain untuk menjaga dan mempertahankan dua muka elevasi tanah yang berbeda, (Coduto, 2001). Proyek Bintaro Jaya Xchange Tahap 2 berada di daerah Pondok Aren, Bintaro Tangerang Selatan. Proyek ini terdiri dari 2 lantai Basement, 5 lantai bangunan mall, 2 lantai bangunan Oceanarium dan 12 lantai bangunan hotel. Pada lantai Basement, terdapat bangunan utilitas seperti STP, Grease Trap, Ruang Genset, dan Sumppit. Area yang menjadi fokus penulis yaitu area STP. Pekerjaan STP ini dimulai dari pemasangan Soldier Pile, pemasangan Strutting, pekerjaan galian dan yang terakhir pekerjaan bangunan struktur atas dan struktur bawah STP. Batasan penulisan laporan tugas akhir ini yaitu mengevaluasi pergeseran Soldier Pile. Selama proyek berlangsung, area di sekitar area STP digunakan untuk akses jalan kerja dan tempat Stock Yard material sehingga dapat mempengaruhi besar pergeseran pada Soldier Pile. Selama aktifitas berlangsung, perlu adanya evaluasi yang rutin agar stabilitas tanah dan pergeseran Soldier Pile tidak terlalu besar. Kata kunci : Dinding Penahan Tanah, Soldier Pile, Strutting, Pergeseran

Item Type:	Thesis (S1)
NIM/NIDN Creators:	41116120144
Uncontrolled Keywords:	Dinding Penahan Tanah, Soldier Pile, Strutting, Pergeseran
Subjects:	600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil > 624.9 Building, Structure, and Installation/Bangunan, Struktur, dan Instalasi
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	Dede Muksin Lubis
Date Deposited:	16 Jan 2025 08:08
Last Modified:	16 Jan 2025 08:39
URI:	http://repository.mercubuana.ac.id/id/eprint/83550

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