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Sistem Analisis Kinerja Menggunakan Metode Earned Value Untuk Proyek Pekerjaan Electrical Greenhouse di Kota Batam Lu, Sally; Pamadi, Mulia
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.464

Infrastructure projects such as greenhouse construction, are important for economic growth. Effective project control is essential, especially in terms of managing budgets and ensuring timely completion. The Earned Value (EVM) method is used in construction project control because it integrates costs, time, and work progress. This allows for the identification of potential cost and time overruns. Data on expenditures and project-related documentation are gathered for analysis. Work plans and project schedules are used to determine the value of work yet to be completed. The research findings up to the 10th month indicate that the projected total cost for completing the entire project is IDR 10.773.835.000. This leaves 8% of the total budgeted value as remaining project budget. According to the data reported in the 11th month, the projected time for completing the project is 334 days. This is approximately 304 days ahead of the planned schedule. In summary, the EVM method is a valuable tool for project control in the construction industry. It can help to identify potential cost and time overruns, and ensure that projects are completed on time and within budget.

Analysis of Foundation Testing Methods on The Aria Apartemen Batam Construction Project Rizqi Azmi Arif; Pamadi, Mulia
Journal of Civil Engineering and Planning (JCEP) Vol. 5 No. 2 (2024)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v5i2.9620

The Aria Apartment project is the construction of a modern apartment complex that requires a strong and safe pile foundation. To ensure the quality and strength of the piles, a PDA Test (Pile Driving Analyzer Test) is carried out. PDA Test is a non-destructive method used to measure the performance and integrity of piles by utilizing vibration waves produced during driving. In this project, the PDA Test was carried out to test the pile bearing capacity against dynamic loads, check the structural integrity of the pile, and ensure that the pile installation complies with the design specifications. This test provides data regarding ultimate compressive strength, energy transfer efficiency, and the possibility of defects or damage to the pile.The PDA Test results show that the piles used in the "The Aria Apartment" project have adequate strength and integrity to support the planned building structure. Thus, the PDA Test is an important part of ensuring the quality and safety of the foundation on this project, as well as providing additional confidence for stakeholders regarding the reliability of the construction.

Simulation of Tied-Arch Bridge Design on Ibu Kota Nusantara (IKN) Hermawan, Rahmat; Pamadi, Mulia
Journal of Infrastructure and Civil Engineering Vol. 5 No. 1 (2025)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v5i1.97

The relocation of Indonesia's capital to Ibu Kota Nusantara (IKN) in East Kalimantan necessitates the development of robust infrastructure, particularly bridges. This research focuses on the design simulation of a tied-arch bridge for IKN, addressing challenges such as limited skilled human resources, budget constraints, and environmental considerations. The primary objective is to create a simulation model that integrates structural durability, ecological sustainability, and aesthetics. The bridge's design was meticulously modeled and analyzed using SAP2000 software under various load conditions to ensure strength and stability. The methodology involved collecting technical and environmental data, simulating the bridge model, and evaluating its feasibility. The results indicate that the proposed tied-arch bridge design can effectively withstand dynamic and static loads, ensuring safety and functionality. The study concludes that integrating civil engineering disciplines in bridge design is crucial for achieving efficient, durable, and aesthetically pleasing structures. The simulation model provides practical guidance for stakeholders involved in the planning and constructing of bridge infrastructure in IKN, contributing significantly to the knowledge base in this field and supporting the vision of IKN as a sustainable and iconic capital city

Utilizing Building Information Modelling Technology To Modelling Abutment: Revit Pratama, Sandhi Rio; Rifai, Andri Irfan; Pamadi, Mulia; Handayani, Susanty
Jurnal Ekonomi Teknologi dan Bisnis (JETBIS) Vol. 3 No. 10 (2024): JETBIS : Journal Of Economics, Technology and Business
Publisher : Al-Makki Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57185/jetbis.v3i10.152

Building Information Modeling (BIM) has transformed the construction industry by offering a robust platform that integrates design, analysis, and construction processes within a single digital environment. This research explores the application of BIM technology, explicitly using Autodesk Revit, in modeling bridge abutments—an essential component in bridge construction that supports and distributes loads from the superstructure to the foundation. The study aims to demonstrate how BIM enhances the efficiency, accuracy, and sustainability of abutment design and construction. The methodology involves a comprehensive review of existing literature on BIM and bridge abutment design, focusing on technological advancements, case studies, and best practices. Additionally, practical implementation of BIM using Revit is conducted to develop detailed 3D models of abutments, incorporating architectural, structural, and geotechnical elements. The benefits of BIM in this context include improved collaboration among multidisciplinary teams, enhanced visualization capabilities for design optimization, and early detection of clashes and constructability issues. The research investigates the integration of Geographic Information Systems (GIS) with BIM to enhance site selection and environmental assessment phases, ensuring informed decision-making throughout the project lifecycle. Innovations in materials science, such as the use of fiber-reinforced polymers (FRP) and ultra-high-performance concrete (UHPC), are also considered for their potential to enhance the durability and longevity of bridge abutments. Ultimately, this study contributes to advancing the application of BIM in civil engineering, particularly in bridge construction, by showcasing Revit's capabilities in creating accurate, data-rich models that improve project outcomes.

Utilizing Building Information Modelling Technology To Modelling Abutment: Revit Pratama, Sandhi Rio; Rifai, Andri Irfan; Pamadi, Mulia; Handayani, Susanty
Jurnal Ekonomi Teknologi dan Bisnis (JETBIS) Vol. 3 No. 10 (2024): Jurnal Ekonomi, Teknologi dan Bisnis
Publisher : Al-Makki Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57185/jetbis.v3i10.152

Building Information Modeling (BIM) has transformed the construction industry by offering a robust platform that integrates design, analysis, and construction processes within a single digital environment. This research explores the application of BIM technology, explicitly using Autodesk Revit, in modeling bridge abutments—an essential component in bridge construction that supports and distributes loads from the superstructure to the foundation. The study aims to demonstrate how BIM enhances the efficiency, accuracy, and sustainability of abutment design and construction. The methodology involves a comprehensive review of existing literature on BIM and bridge abutment design, focusing on technological advancements, case studies, and best practices. Additionally, practical implementation of BIM using Revit is conducted to develop detailed 3D models of abutments, incorporating architectural, structural, and geotechnical elements. The benefits of BIM in this context include improved collaboration among multidisciplinary teams, enhanced visualization capabilities for design optimization, and early detection of clashes and constructability issues. The research investigates the integration of Geographic Information Systems (GIS) with BIM to enhance site selection and environmental assessment phases, ensuring informed decision-making throughout the project lifecycle. Innovations in materials science, such as the use of fiber-reinforced polymers (FRP) and ultra-high-performance concrete (UHPC), are also considered for their potential to enhance the durability and longevity of bridge abutments. Ultimately, this study contributes to advancing the application of BIM in civil engineering, particularly in bridge construction, by showcasing Revit's capabilities in creating accurate, data-rich models that improve project outcomes.

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