Article Per Year (5 Year)
p-Index From 2021 - 2026
7.373
P-Index
This Author published in this journals
All Journal Jurnal Teknik Sipil RACIC : Rab Construction Research Jurnal Rekayasa Sipil Jurnal Ilmiah Rekayasa Sipil Prosiding National Conference for Community Service Project Jurnal Teknika Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Community Development Journal: Jurnal Pengabdian Masyarakat Publikasi Riset Orientasi Teknik Sipil (Proteksi) Journal of Civil Engineering and Planning (JCEP) STATIKA: Jurnal Teknik Sipil Journal Of World Science Edunity: Kajian Ilmu Sosial dan Pendidikan Journal Research of Social Science, Economics, and Management Conference on Management, Business, Innovation, Education and Social Sciences (CoMBInES) Conference on Community Engagement Project (Concept) Social Engagement: Jurnal Pengabdian Kepada Masyarakat Madani: Jurnal Pengabdian Masyarakat dan Kewirausahaan Media Konstruksi : Jurnal Ilmiah Teknik Sipil LEADER: Civil Engineering and Architecture Journal
Ade Jaya Saputra
Universitas Internasional Batam
Aerospace Engineering Arts Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Transportation Other

Published : 50 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 50 Documents
Search

 1   2   3   4   5 
Analysis of Flooding Potential Using ARC-GIS in Ranai Island, Natuna Regency Libora, Deon; Ade Jaya Saputra
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.9063

Abstract

Flood is a problem that occurs frequently on Ranai Island, Natuna Regency, especially in the last three years namely 2021, 2022, and 2023, where 2022 recorded the most severe flood among them. The data used in this study includes Digital Elevation Model (DEM), Landcover data, Slope data, and Precipitation data, all of which are secondary data. This study aims to analyze the potential of flood inundation using ArcGIS on Ranai Island, Natuna Regency. The research focuses on the use of ArcGIS 10.8 application as the sole platform for analysis. The Weighted Sum analysis method is used to combine data from various sources to map areas that are potentially prone to flood inundation. The research results in a flood inundation map indicating flood-prone areas. The research findings also indicate that flood-inundated areas in previous years are indeed located in flood-prone areas. This map is expected to provide valuable information for urban planning and hydrological analysis, as well as to serve as a guide in flood disaster mitigation efforts on Ranai Island. The conclusion of this research emphasizes the importance of mapping the potential of flood inundation as an initial step in facing flood risks in the future. The flood inundation map produced is expected to be an effective tool for stakeholders in making decisions related to urban planning and natural resource management on Ranai Island, Natuna Regency.
BRIDGE FOUNDATION DESIGN INTEGRATING GROUND IMPROVEMENT TECHNIQUES IN CHALLENGING SOIL Frank Lurich; Andri Irfan Rifai; Ade Jaya Saputra
Jurnal Teknik Sipil Vol. 18 No. 1 (2024)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24002/jts.v18i1.10313

Abstract

This study investigates the optimal design of bridge foundations incorporating ground improvement techniques in challenging soil conditions, employing a case study methodology. Bridge foundations primarily serve to transfer forces applied by the bridge to the underlying soil, and ground improvement techniques enhance soil properties, particularly in complex environments. Challenging soil conditions pose substantial difficulties in designing and constructing bridge foundations, requiring engineers to employ specific methodologies to ensure stability and long-term resilience. These solutions are crucial in areas with weak or unstable soil incapable of supporting large structures like bridges. This study aims to conduct a thorough comparative analysis to evaluate the suitability of Controlled Modulus Columns (CMC) for a roadway project in north-central Java, where soil conditions present significant challenges. By collecting and analyzing secondary data from various sources, including literature, case studies, and empirical research, the study assesses ground improvement techniques' effectiveness, efficiency, and performance in similar soil and geotechnical conditions. The objective is to determine whether CMCs are the most beneficial approach for enhancing the stability and performance of the highway or if alternative methods, which require rapid installation and high load-bearing capacity while minimizing soil disruption, might be more appropriate. The study highlights that Deep Soil Mixing (DSM) offers advantages comparable to CMCs and has proven effective in different soil conditions. This research aims to provide valuable insights into selecting optimal ground improvement techniques for bridge foundations in challenging soil conditions, ensuring stability and performance while addressing project-specific requirements.
A Bridge Planning Simulation with Building Information Model: Steel Frame Structure Siti Tasyah Dea Fitri Pratama; Andri Irfan Rifai; Ade Jaya Saputra; Joewono Prasetijo
Journal Research of Social Science, Economics, and Management Vol. 4 No. 2 (2024): Journal Research of Social Science, Economics, and Management
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jrssem.v4i2.714

Abstract

This paper presents a detailed approach to bridge planning and modeling using Building Information Modeling (BIM), focusing on steel frame structures. The implementation of Autodesk Revit Version 2024.1 significantly enhances the precision and efficiency of the planning and modeling process. The methodology involves gathering detailed data references, creating 2D drawings, and developing a comprehensive 3D model for structural analysis and construction design. In the bridge modeling phase, the trusses are constructed using advanced BIM tools, ensuring the structural elements are aligned accurately with the reference framework. This approach facilitates better stakeholder collaboration, improved communication, and more effective resource management. Using BIM technologies and precise data representation in the simulation contributes to better design outcomes, higher accuracy, and improved safety and compliance verification in bridge construction projects. The results demonstrate that integrating BIM in steel frame bridge planning leads to enhanced project efficiency, reduced construction errors, and optimized material use, ultimately supporting long-term sustainability in infrastructure development.
BRIDGE FOUNDATION DESIGN INTEGRATING GROUND IMPROVEMENT TECHNIQUES IN CHALLENGING SOIL Frank Lurich; Andri Irfan Rifai; Ade Jaya Saputra
Jurnal Teknik Sipil Vol. 18 No. 1 (2024)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24002/jts.v18i1.10313

Abstract

This study investigates the optimal design of bridge foundations incorporating ground improvement techniques in challenging soil conditions, employing a case study methodology. Bridge foundations primarily serve to transfer forces applied by the bridge to the underlying soil, and ground improvement techniques enhance soil properties, particularly in complex environments. Challenging soil conditions pose substantial difficulties in designing and constructing bridge foundations, requiring engineers to employ specific methodologies to ensure stability and long-term resilience. These solutions are crucial in areas with weak or unstable soil incapable of supporting large structures like bridges. This study aims to conduct a thorough comparative analysis to evaluate the suitability of Controlled Modulus Columns (CMC) for a roadway project in north-central Java, where soil conditions present significant challenges. By collecting and analyzing secondary data from various sources, including literature, case studies, and empirical research, the study assesses ground improvement techniques' effectiveness, efficiency, and performance in similar soil and geotechnical conditions. The objective is to determine whether CMCs are the most beneficial approach for enhancing the stability and performance of the highway or if alternative methods, which require rapid installation and high load-bearing capacity while minimizing soil disruption, might be more appropriate. The study highlights that Deep Soil Mixing (DSM) offers advantages comparable to CMCs and has proven effective in different soil conditions. This research aims to provide valuable insights into selecting optimal ground improvement techniques for bridge foundations in challenging soil conditions, ensuring stability and performance while addressing project-specific requirements.
Analisis Kapasitas Saluran Drainase pada Wilayah Rawan Banjir dengan Menggunakan Pemodelan Perangkat Lunak SWMM M. Alfi Wahyudi; Ade Jaya Saputra; Amanatullah Savitri
MEDIA KONSTRUKSI Vol. 10 No. 1 (2025)
Publisher : Jurusan Teknik Sipil, Universitas Halu Oleo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33772/jmk.v10i1.96

Abstract

Penelitian ini bertujuan untuk menganalisis kapasitas saluran drainase di wilayah rawan banjir dengan menggunakan perangkat lunak Storm Water Management Model (SWMM). Banjir merupakan salah satu bencana yang sering terjadi akibat ketidakmampuan saluran drainase dalam menampung debit air hujan yang tinggi. Dalam penelitian ini, dilakukan simulasi pada dua jenis saluran drainase, yaitu saluran persegi terbuka dan saluran persegi tertutup, untuk mengevaluasi apakah saluran eksisting mampu mengalirkan air dengan baik. Hasil simulasi menunjukkan bahwa kedua jenis saluran tersebut tidak dapat menampung curah hujan dengan periode ulang 2 tahun, yang dapat menyebabkan genangan dan banjir. Faktor utama yang memengaruhi kapasitas saluran adalah perubahan dimensi akibat pembangunan infrastruktur dan kurangnya pemeliharaan saluran. Penelitian ini merekomendasikan beberapa langkah mitigasi, seperti perbaikan dimensi saluran, normalisasi saluran secara rutin. Selain itu, partisipasi masyarakat dalam menjaga kebersihan saluran drainase sangat penting untuk mengurangi risiko banjir. Dengan langkah-langkah tersebut, diharapkan wilayah rawan banjir dapat dikelola dengan lebih baik, sehingga risiko bencana banjir dapat diminimalkan dan masyarakat dapat hidup dengan lebih aman dan nyaman.
Analysis of the Resistance of Steel Materials in Building Structures Against Fire and the Effectiveness of Fireproofing Systems on Steel Structures in High-Rise Buildings Valiant, Rizqi; Jody Martin Ginting; Ade Jaya Saputra
Journal of Civil Engineering and Planning (JCEP) Vol. 6 No. 2 (2025)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v6i2.11101

Abstract

This study aims to determine the fire resistance of steel materials and analyze the type and thickness of fireproofing systems on the fire resistance of steel structures in high-rise buildings and modules in the oil & gas sector. The main problem to be solved is how this fireproofing system can extend the time of steel resistance to high temperatures before experiencing structural failure and can provide evacuation time. This study uses a quantitative approach with a post-test-only control group experimental design. The research sample consists of steel specimens coated with two types of protective materials, namely intumescent fireproofing and cementitious fireproofing with three different thicknesses (10 mm, 20 mm, and 30 mm). Data collection was carried out through direct testing of resistance time, temperature increase, and structural changes in the steel material. The test results show that steel specimens without fireproofing will experience structural failure in approximately 60 minutes. Meanwhile, steel coated with a 30 mm thick intumescent fireproofing layer can last up to 120 minutes, while a 30 mm thick cementitious fireproofing layer shows the same resistance as intumescent. Quadratic regression analysis and Fourier conduction law show a positive relationship between increasing coating thickness and fire-resistant time. This study concludes that the implementation of appropriate fire-resistance systems can improve the durability of steel in high-rise buildings and oil and gas modules, extend evacuation times, and reduce the risk of structural collapse. These findings significantly contribute to fire safety policy and fire-resistant building design practices.
The Effect of Land Use Change on Flood Discharge in Batam City Using GIS Analysis Lestari, Sri Dewi; Jaya Saputra, Ade; Prasetijo, Joewono
Journal of Civil Engineering and Planning (JCEP) Vol. 6 No. 2 (2025)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v6i2.11506

Abstract

This study aims to analyze the effect of land use change on flood discharge in Batam City for the period 2014–2023 by integrating spatial analysis based on Geographic Information System (GIS) and hydrological analysis using the Rational Method. The data used included Landsat satellite images from 2014 and 2023, annual maximum rainfall data for 10 years, and data on the area of the river basin. Land use changes were analyzed through supervised classification and their contribution to changes in the runoff coefficient was calculated based on the area of each land class. The results of the study show a 10.86% reduction in forest area and a 4.50% increase in built-up land. These changes have resulted in an increase in the average runoff coefficient of the watershed, which in turn has increased the maximum planned flood discharge. The calculation results show an increase in average flood discharge of 11.89% or around 50.47 m³/second from 2014 to 2023. This study confirms that land use changes due to urbanization contribute significantly to an increased risk of flooding in Batam City, thus requiring sustainable spatial management.
Bibliometric Analysis Of Urban Drainage Flood Management M. Alfi Wahyudi; Andri Irfan Rifai; Ade Jaya Saputra; Joewono Prasetijo
Edunity Kajian Ilmu Sosial dan Pendidikan Vol. 3 No. 6 (2024): Edunity : Social and Educational Studies
Publisher : PT Publikasiku Academic Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57096/edunity.v3i6.259

Abstract

Floods are a frequent and challenging disaster, caused by factors such as heavy rainfall and improper waste disposal in drainage systems, leading to significant material and non-material losses. Effective measures are needed to mitigate flood impacts. This study uses bibliometric analysis to explore methods for flood disaster management, employing Publish or Perish software to filter relevant journals from Crossref. The data, including research titles, authors, publication years, and journal sources, is processed using VOSViewer software. The analysis shows that keywords like rainfall, drainage, and flood mitigation are central to the research, highlighting strong interconnections. The diversity of publishers and research types contributes to a global perspective, forming a solid research foundation. The study also tracks the growth of research on flood management in drainage channels from 2016 to 2023 and identifies diverse geographical case study regions. This analysis underscores the continued relevance and potential of this research to support effective global flood mitigation strategies.
ANALISIS PENGARUH KONDISI PERUBAHAN IKLIM TERHADAP PERILAKU PERJALANAN MASYARAKAT HINTERLAND DI KOTA BATAM Yusra Aulia Sari; Andri Irfan Rifai; Ade Jaya Saputra
Jurnal Rekayasa Sipil (JRS-Unand) Vol. 22 No. 1 (2026)
Publisher : Civil Engineering Departement, Andalas University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jrs.22.1.1-17.2026

Abstract

Perubahan iklim semakin meningkatkan risiko gangguan terhadap infrastruktur transportasi dan mobilitas masyarakat pesisir, terutama di wilayah kepulauan yang bergantung pada moda laut. Penelitian ini menganalisis pengaruh kondisi cuaca ekstrem terhadap perilaku perjalanan masyarakat hinterland di Kota Batam, khususnya di Kecamatan Bulang, Galang, dan Belakang Padang. Tujuan penelitian adalah mengidentifikasi pola perjalanan, persepsi risiko iklim, serta strategi adaptasi yang diperlukan untuk meningkatkan ketahanan transportasi pesisir. Pendekatan penelitian menggunakan metode kuantitatif melalui survei terhadap 100 responden, diperkuat dengan observasi lapangan, wawancara mendalam, dan Focus Group Discussion (FGD). Hasil penelitian menunjukkan bahwa cuaca ekstrem seperti hujan lebat, gelombang tinggi, dan pasang surut secara signifikan memengaruhi keputusan perjalanan masyarakat. Sebagian besar responden tetap melakukan perjalanan karena kebutuhan ekonomi dan pendidikan, sementara lainnya memilih menunda atau membatalkan perjalanan ketika risiko meningkat. Boat pancung dan speedboat menjadi moda dominan, yang menunjukkan ketergantungan tinggi pada transportasi laut, sekaligus meningkatkan kerentanan terhadap dinamika cuaca. Selain itu, masyarakat memiliki persepsi tinggi terhadap risiko perubahan iklim, khususnya yang terkait keselamatan dan kerusakan infrastruktur pesisir seperti dermaga dan jalan akses. Upaya pemerintah, seperti penambahan ponton dan perbaikan dermaga, dinilai bermanfaat namun belum merata. Temuan ini menegaskan perlunya strategi adaptasi yang lebih komprehensif, termasuk peningkatan sistem informasi cuaca, perencanaan tata ruang berbasis risiko, serta penguatan infrastruktur transportasi yang tahan terhadap perubahan iklim. Penelitian ini berkontribusi dalam memperluas pemahaman mengenai perilaku perjalanan di wilayah kepulauan dan memberikan dasar bagi perencanaan transportasi pesisir yang lebih adaptif dan berkelanjutan.
PENDAMPINGAN TEKNIS PERENCANAAN PEMBANGUNAN RUKO DI KOTA BATAM Ade Jaya Saputra; Yusra Aulia Sari; Andri Irfan Rifa’i; Amanatullah Savitri; Joewono Prasetijo; Kurnia Gilang Ramadani; Rizska Dwi Kartika; Vito Raegentsario
Community Development Journal : Jurnal Pengabdian Masyarakat Vol. 6 No. 4 (2025): Volume 6 No 4 Tahun 2025
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/cdj.v6i4.48241

Abstract

Kegiatan Pengabdian kepada Masyarakat (PkM) ini memberikan kontribusi teknis kepada PT. Family Developer Mandiri dalam perencanaan desain struktur kolom dan balok untuk proyek ruko 2 lantai di Batam. Dilaksanakan oleh tim dosen dan mahasiswa Teknik Sipil Universitas Internasional Batam, kegiatan ini mencakup observasi lapangan, analisis beban sesuai SNI, serta perhitungan manual untuk menentukan dimensi dan penulangan struktur. Hasil utama berupa dokumen desain teknis yang memenuhi standar SNI 2847:2019, rekomendasi konstruksi, dan artikel ilmiah. Kegiatan ini tidak hanya mendukung mitra industri tetapi juga memperkaya pengalaman belajar mahasiswa melalui penerapan langsung teori struktur beton. Implementasi ini merealisasikan Tri Dharma Perguruan Tinggi sekaligus memperkuat kolaborasi akademisi-industri di bidang konstruksi.
Co-Authors Adinda Fajarika Agung Nur Hidayat Al Husni Amanatullah Savitri Amanatullah Savitri Amanatullah Savitri Andrew Sanjaya Cuandra Andri Irfan Rifai Andri Irfan Rifa’i Azzhara Amanda Bennedict Christopher Huang Bhayu satrio wibowo Chynthia Love Joe rib Kwan Deon Libora Derwin Arifin Dwiyana Firayanti Erlindo Situmorang Fabiola Frederica Rafaellin Fealy Chia Ferdinand Ferdinand Fernando Fernando Frank Lurich Gabriel Immanuel Ginting, jody Martin Gladies Imanda Utami Rangkuty, Gladies Imanda Utami Hadijah Aulia Putri Jason Budiono Jason Jomerin Jayson Jayson Jody Martin Ginting Joewono Prasetijo Joewono Prasetijo Josephine Josephine Kelly Kelly Kelvin Kelvin Kenny Kenny Kenny Kenny Kuncoro, Dwi Wahyu Kurnia Gilang Ramadani Kurnia Gilang Ramadhani Libora, Deon Lionel Messi Yeheskiel Panaha M. Alfi Wahyudi M. Alfi Wahyudi Malvin Iuryanto Marvin Tandedi Meififanny Taniono Miftahul Jannah Mohamad Taufik Muhamad Taufik Muhammad Alfi Wahyudi Muhammad Royhan Farhan Habibi Muhammad Taufik Mushthofa Nabila Aliyah Mazaya Nanda Endi S Natasya Aurum Maharani Neisya Shakila Neza Amelia Saputri Noviar Dwi Hartati Pebri Gery Valentine Petrus Haryanto Wibowo Prasetijo, Joewono Rafi Samudra Indrawan Rahmat Hermawan Raja Muhammad Fadhilah Rizka Haryanti Rizqi Valiant Rizska Dwi Kartika Sally lu Sari, Yusra Aulia Sayid Muhammad Akbar Shelinna Shelinna Siti Ferda Fatinah Sessu Siti Tasyah Dea Fitri Pratama Sri Anggreini Sri Dewi Lestari Sri Dewi Lestari, Sri Dewi Susanty Handayani Suwarlan, Stivani Ayuning Syahira Syahira Syaiba Suci Ramadhini Syalom Mita Tohmas Saputra Tria Resinta Valiant, Rizqi Vanessa Xiao Vincent Tio Pratama Viona Budiputri Vionny Lau Vito Raegentsario Wilson Kwek Yehezkiel Immanuel Yudi Herdiana Yusan Nurul Septiyani Yustika Irawati Simbolon