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All Journal International Journal Science and Technology (IJST) Jurnal Tera International Journal Multidisciplinary Science
era agita kabdiyono
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FAKTOR KARAKTERISTIK YANG MEMPENGARUHI MOTIVASI PEKERJA PROYEK RUMAH SUSUN JATINEGARA KAUM Ervina Yuliyanti; Era Agita Kabdiyono; Riyan Alfiansyah; Bara Prakosa
Jurnal Tera Vol 4 No 1 (2024): Jurnal Tera (Maret 2024)
Publisher : Fakultas Teknik dan Informatika, Universitas Dian Nusantara

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Abstract

Manusia sebagai makhluk yang mempunyai akal dan pikiran menjadikan pengelolaan manajemen di dalamnya dapat menjadi mudah ataupun sebaliknya karena masing-masing individu memiliki karakteristik yang berbeda-beda. Tujuan dari penelitian tersebut yaitu untuk mengetahui pengaruh faktor-faktor karakteristik pada pekerja terhadap motivasinya. Karakteristik yang diteliti meliputi usia, pendidikan, asal daerah, pengalaman, status, dan tanggungan. Penelitian ini merupakan penelitian kuantitatif deskriptif dengan menggunakan desain penelitian cross sectional pada 126 pekerja. Hasil penelitian menunjukkan adanya hubungan yang signifikan antara karakteristik dan motivasi pekerja. Faktor-faktor karakteristik yang paling mempengaruhi motivasi yaitu usia, status dan tanggungan dari tiga faktor tersebut status merupakan faktor yang paling dominan atau mempengaruhi (OR = 2,384).
Analysis of Design Change Management in a Construction Project at Jl. Duta Permai 2 No. 6, Pondok Indah: Case of Owner Mr. Patrick Muhammad Malik Abdul Jabbar; Era Agita Kabdiyono
International Journal Science and Technology Vol. 4 No. 2 (2025): July: International Journal Science and Technology
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/ijst.v4i2.2289

Abstract

Design changes in construction projects often pose significant challenges, impacting the cost, quality, and timeline of the projects. This study aims to analyze the management of design changes in a construction project located at Jl. Duta Permai 2 No. 6, Pondok Indah, with a focus on identifying the causes, the management strategies implemented, and their overall impact on the project. The research employs a qualitative descriptive method, collecting data through interviews, observations, and analysis of relevant documents. The findings indicate that the primary factors causing design changes include regulatory changes, owner requests, and technical constraints that arise during construction execution. The management strategies applied by the project team, while systematic, still face challenges in communication that can hinder decision-making. The results reveal that poorly managed design changes can lead to project delays and cost increases of up to 20%. This study recommends enhancing communication among stakeholders and providing training on change management to minimize the impacts of design changes in the future. Through this analysis, it is expected to provide insights and references for project managers and future researchers in managing design changes more effectively
Redesign of the Foundation for Development of Al Barokah Foundation Flat to Bore Pile Foundation Era Agita Kabdiyono; Rinaldi Silaban
International Journal Multidisciplinary Science Vol. 4 No. 3 (2025): October: International Journal Multidisciplinary Science
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/ijml.v4i3.2295

Abstract

The purpose of redesigning the foundation of the Al Barokah Foundation Apartment into a Bore Pile Foundation is to increase the bearing capacity and ensure structural stability against applied loads. The foundation bearing capacity calculation is based on Standard Penetration Test (SPT) data using the Mayerhoff method on cohesive soil.The results of this research include studying the analysis of changes in deep foundations, soil characteristics, and the foundation's bearing capacity against building loads. The foundation redesign involves using a 60 cm bore pile. For pile cap PC 1, the dimensions are 120 x 120 cm and 60 cm thick. For PC 2, the dimensions are 120 x 120 cm and 60 cm thick, with a concrete quality of fc'=25 MPa. The bore pile reinforcement design for the BP 1 pile foundation is 10D19, with shear reinforcement of D10-52 mm. For the PC 1 pile cap design, the compression main reinforcement in the x- and y-axes is D13-530 mm. For the tension main reinforcement, a diameter of D13-150 mm is used, based on SNI 2847:2019. The foundation settlement value for each pile is the same, at 1.71 cm, which is still within the tolerance limit according to SNI 8460:2017.
Co-Authors Bara Prakosa Ervina Yuliyanti Muhammad Malik Abdul Jabbar Rinaldi Silaban Riyan Alfiansyah