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All Journal Teknik Sipil dan Arsitektur JURNAL SIPIL SAINS Jurnal Ilmiah Rekayasa Sipil JURNAL REKAYASA Jurnal Teknik Sipil dan Arsitektur Jurnal Teknik Sipil Cendekia (JTSC) Indonesian Journal of Multidisciplinary Science Journal of Social Research Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil
Ginting, jody Martin
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Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Mathematics Public Health Social Sciences Transportation Other

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Analisis Komparatif Daya Dukung Tanah & Penurunan Pondasi Menggunakan Metode Analitis Dan Metode Elemen Hingga (Studi Kasus : Borehole 1 Proyek Apartment Mega Techno City Di Kota Batam) Mauthonic, Valerianus Kevin; Ginting, Jody Martin
Jurnal Ilmiah Rekayasa Sipil Vol 20 No 2 (2023): Oktober 2023
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v20i2.1007

Abstract

Batam City is a city with high attractiveness for tourists, both local and foreign tourists. In an effort to support and accommodate tourists visiting the city of Batam, the construction of hotels and apartments has been intensively carried out. Due to limited land, the high rise building model is one of the most effective building models to build. To guarantee high rise building performance, it is necessary to plan well in design from a structural point of view. In this case foundation as one of the elements of the structure is also an important part, so it needs to be planned well too. The bearingXcapacity of theXfoundation and the settlement in the foundation areXtwo important things that need to beXconsidered in foundation planning. In this study, an analysis of the bearing capacity of the foundation using the Meyerhof method and the finite elementXmethod (Plaxis 2D) and foundation settlement analysis using the elastic reduction method and the finite elementXmethod (Plaxis 2D) was carried out on the Mega Techno City Apartment construction project in Batam. The results of this analysis are in the form of bearing capacity based on the Meyerhof method is 3.330,8 kN and 3.351,6 kN based on the finite element method, as for the settlement, 53,1 mm is obtained for the elastic settlement method and 9,64 mm for the finite element method, the settlement still meets the SNI 8640 – 2017 standard. Based on these external differences, it can be used as a reference in conservative design.
Analisis Banjir Metode Hidrograf Satuan Sintetis SCS dan Nakayasu DAS Pesung, Batam Ayuni, Tiara Puspita; Saputra, Ade Jaya; Ginting, Jody Martin
Jurnal Ilmiah Rekayasa Sipil Vol 20 No 2 (2023): Oktober 2023
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v20i2.1031

Abstract

Design discharge is discharge with a certain return period which is used as a reference or parameter in a water building construction planning. Calculation of the design discharge can be done by using the synthetic unit hydrograph method. The calculation of the planned discharge using the Nakayasu and SCS-CN synthetic unit hydrographs aims to compare the calculation of the maximum discharge in the Pesung Watershed, Batam. The design discharge analysis was carried out without calibrating with AWLR data (observed flow) due to the unavailability of AWLR data at the study site. Thus, in this study using HDRO (high direct runoff) as a comparison. The purpose of this study is to estimate the magnitude of the design flood discharge in the Pesung Watershed, Batam City. The methods used in this calculation of the flood hydrograph is using an empirical formula, namely SCS Synthetic Unit Hydrograph and Nakayasu. The results of the HDRO calculation analysis show that the largest flood discharge occurs in the Nakayasu synthetic unit hydrograph method with details of the SCS synthetic unit hydrograph method, the peak time (Tp) is obtained at 4.46 hours, with a return period flood discharge of 5 – 50 reaching 215,488 – 584,308 m3/ s. Whereas in the Nakayasu synthetic unit hydrograph method, the peak time (Tp) is obtained at 1.47 hours, with a return period flood discharge of 5 – 50 years reaching 360.526 – 986.535 m³/s.
PERENCANAAN CAMPURAN BETON MENGGUNAKAN SIKA VISCOCRETE 8067MN PADA PENGECORAN BORED PILE Ginting, Jody Martin; Caesar, Ariel
Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil Vol 9, No 2 (2023): DESEMBER 2023
Publisher : Jurusan Pendidikan Teknik Bangunan Fakultas Teknik Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/ebjptbs.v9i2.61385

Abstract

Beton dalam hal umum merupakan material konstruksi yang tersusun atas semen, air, agregat halus dan agregat kasar serta penambahan beberapa aditif maupun admixture untuk meperbaiki sifat – sifat negative yang terkandung didalam penyusun beton. Sedangkan penggunaan beton dalam konstruksi pondasi, khususnya pondasi Bored Pile, beton harus memiliki kemampuan yang baik dalam segi slump workability dan kuat tekan beton. Pada beton bored pile, syarat wajib yang harus dimmiliki beton ialah workability tinggi yang harus mempunyai nilai slump minimal 18±2cm dan dukungan slump retensi yang Panjang untuk menghindari proses setting beton sebelum dilakukan pengecoran. Maka dalam perencanaan mutu beton akan ditambahkan admixture Sika Viscocrete 8670MN sebagai admixture untuk menambah sifat beton menjadi lebih kedap terhadap air dan lumpur. Tujuan dari penelitian ilmiah ini adalah untuk membahas berapa nilai slump yang baik untuk bored pile dengan adanya penambahan admixture berupa Sika Viscocrete 8670MN dan metode yang digunakan dalam penelitian ini adalah metode kualitatif. Hasil dari penelitian ini adalah dengan pembambahan Sika Viscocrete 8670MN mampu memenuhi target slump beton dengan nilai workability tinggi. Dengan nilai slump sebesar 21 cm dengan catatan penurunan nilai slump yang tidak terlalu signifikan. Serta pemanbahan Sika Viscocrete 8670MN mampu menurunkan jumlah penggunaan semen dalam perencanaan mutu beton.
Analisis Kapasitas Saluran Drainase Menggunakan Permodelan SWMM pada Jalan Pembangunan Kota Batam Lurich, Frank; Saputra, Ade Jaya; Ginting, Jody Martin
Jurnal Ilmiah Rekayasa Sipil Vol 22 No 1 (2025): April 2025
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v22i1.1725

Abstract

Sistem drainase memiliki peran krusial dalam mengelola air hujan dan mencegah banjir, terutama di kota berkembang seperti Kota Batam. Salah satu wilayah yang rentan terhadap banjir akibat curah hujan dengan intensitas sedang hingga tinggi adalah Jalan Pembangunan, Kecamatan Lubuk Baja, Kota Batam. Permasalahan ini disebabkan oleh kapasitas saluran drainase yang tidak mampu menampung debit air hujan. Penelitian ini bertujuan untuk menganalisis sistem drainase menggunakan perangkat lunak Storm Water Management Model (SWMM) serta mengidentifikasi peluang perbaikan yang dapat diterapkan. Data yang digunakan dalam penelitian ini terdiri dari data primer dan sekunder, dengan curah hujan sebagai parameter utama dalam analisis kinerja sistem drainase. Berdasarkan analisis frekuensi, distribusi log normal digunakan untuk menghitung intensitas hujan. Hasil perhitungan menunjukkan bahwa intensitas hujan di lokasi penelitian mencapai 107,74 mm/jam dengan debit puncak sebesar 48,75 m³/s. Penelitian ini menggunakan periode ulang 2 tahun, karena lokasi penelitian berada di kawasan perkotaan dengan luas daerah aliran mencapai 1,89 km². Hasil simulasi SWMM terhadap kapasitas saluran drainase menunjukkan bahwa saluran drainase eksisting di Jalan Pembangunan tidak mampu menampung debit air hujan dengan intensitas tinggi. Oleh karena itu, diperlukan peningkatan kapasitas saluran drainase serta pemeliharaan yang berkelanjutan guna mengurangi risiko banjir di wilayah tersebut.
TINGKAT KETELITIAN DATA SATELIT PERSIANN DAN GSMap PADA DAS BALO DENGAN PENYESUAIAN DATA GRID Ginting, Jody Martin; Saputra, Ade Jaya
JURNAL REKAYASA Vol. 14 No. 1 (2024): Jurnal REKAYASA
Publisher : Fakultas Teknik Sipil dan Perencanaan. Universitas Bung Hatta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37037/jrftsp.v14i1.201

Abstract

Tingginya curah hujan di Indonesia ini meningkatkan risiko terjadinya bencana alam di Indonesia seperti banjir, tanah longsor, kenaikan muka air pantai, angin puyuh dan sebagainya. Tidak hanya bencana alam, hal tersebut juga mengakibatkan banyak struktur bangunan rusak dan pengelolaan sumber daya air menjadi tidak sesuai dengan yang diharapkan. Perhitungan dan perancangan menggunakan data hujan seharusnya membutuhkan kumpulan data yang sangat lengkap dan runtun. Keterbatasan terhadap kelengkapan, keakuratan data menjadi penyebab kesulitan untuk menganalisis suatu model hidrologi, maka dirasa perlu menggunakan data satelit (data hujan satelit) sebagai alternatif untuk pemodelan hidrologi. Data hujan satelit yang digunakan adalah data hujan satelit PERSIANN dan Jaxa GSMap yang dibandingkan dengan data hujan DAS Progo. Metode Penelitian dilaksanakan dengan menggunakan metode kuantitatif penelitian survei dengan menggunakan data hujan lapangan di DAS Progo dan data hujan satelit dari masing-masing website satelit. Tujuan dari penelitian ini adalah untuk memperoleh ketelitian tertinggi data hujan dari data grid yang ada di sekitar koordinat data hujan lapangan terhadap setiap grid dari data hujan satelit PERSIANN dan Jaxa GSMap. Penelitian ini menunjukkan data grid Utara (U) memiliki keakuratan paling baik dibandingkan grid lainnya. Hasil analisis penelitian ini dapat memberi gambaran bahwa dalam pengambilan data satelit sebaiknya menggunakan data hujan pada arah utara dari titik yang mau dianalisis.
ANALISIS FAKTOR-FAKTOR YANG MEMPENGARUHI PENCEMARAN SUMBER DAYA AIR DI WILAYAH SUNGAI: SYSTEMATIC LITERATURE REVIEW Saputra, Ade Jaya; Lestari, Sri Dewi; Ginting, Jody Martin
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.4806

Abstract

Rivers are an important part of the ecosystems in several countries worldwide. They serve as a vital source of water for drinking, irrigation, and various other purposes. River pollution can lead to serious consequences for both the environment and human health. It can result in the death of aquatic life and render the water unsafe for human consumption. The research analysis was conducted using a literature review based on the factors influencing water resource pollution in river regions. The method used involved identifying the causal factors for scientific examination. The data was then processed using the Publish or Perish and VOS Viewer software. The results of the analysis regarding the number of factors affecting water resource pollution in river regions include the disposal of organic and non-organic waste, liquid waste, and Mandi, Cuci, Kakus (MCK) activities in the river areas. Overall, this systematic literature review provides a comprehensive overview of the factors and types of waste influencing water resource pollution in river regions. The study summarizes existing knowledge and research in this field, offering valuable insights and recommendations for practitioners and researchers involved in water resource pollution studies, especially in river regions. The Systematic Literature Review method presents an important overview of the factors influencing water resources in river regions. By comprehensively reviewing the literature, this journal identifies key factors causing water resource pollution in river environments and the challenges that need to be addressed for their effective implementation.
ANALISIS FAKTOR-FAKTOR YANG MEMPENGARUHI PENCEMARAN SUMBER DAYA AIR DI WILAYAH SUNGAI: SYSTEMATIC LITERATURE REVIEW Saputra, Ade Jaya; Lestari, Sri Dewi; Ginting, Jody Martin
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.4806

Abstract

Rivers are an important part of the ecosystems in several countries worldwide. They serve as a vital source of water for drinking, irrigation, and various other purposes. River pollution can lead to serious consequences for both the environment and human health. It can result in the death of aquatic life and render the water unsafe for human consumption. The research analysis was conducted using a literature review based on the factors influencing water resource pollution in river regions. The method used involved identifying the causal factors for scientific examination. The data was then processed using the Publish or Perish and VOS Viewer software. The results of the analysis regarding the number of factors affecting water resource pollution in river regions include the disposal of organic and non-organic waste, liquid waste, and Mandi, Cuci, Kakus (MCK) activities in the river areas. Overall, this systematic literature review provides a comprehensive overview of the factors and types of waste influencing water resource pollution in river regions. The study summarizes existing knowledge and research in this field, offering valuable insights and recommendations for practitioners and researchers involved in water resource pollution studies, especially in river regions. The Systematic Literature Review method presents an important overview of the factors influencing water resources in river regions. By comprehensively reviewing the literature, this journal identifies key factors causing water resource pollution in river environments and the challenges that need to be addressed for their effective implementation.
ANALISIS DEBIT KETERSEDIAAN AIR DI DAS BALO BATAM Ginting, Jody Martin
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 5 No 1 (2024): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v5i1.173

Abstract

The rapid development of technology has caused the development of Smart City throughout Indonesia to be intensified. Batam is one of the cities that is aggressively preparing for this. One of the actions taken is to prepare the availability of clean water that is suitable for all its citizens. This study aims to determine how much water availability in one of the watersheds in Batam, namely the Balo watershed. The method used in this study is a quantitative method by analyzing data available in the field such as rain data and discharge data. Discharge data will later be obtained using the synthetic unit hydrograph method that analyzes the hydrograph using data on the flow area and length of the river in the watershed. The rain data and discharge data will be accumulated to produce water availability discharge data. The highest water availability discharge data per year in the Balo watershed occurred in November and the lowest in February and March. The largest availability discharge was 1,963 m3/s and the lowest was 0 m3/s. The results of this calculation are expected to be used by the community or local government to be able to plan for drought or flood disaster mitigation in the Balo watershed or Batam City itself.
ANALISIS PERHITUNGAN JUMLAH DAN PENENTUAN LOKASI ALAT PENGUKUR HUJAN DI KOTA BATAM Ginting, Jody Martin
JURNAL SIPIL SAINS Vol 12, No 2 (2022)
Publisher : Program Stud Teknik Sipil Fakultas Teknik Universitas Khairun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33387/sipilsains.v12i2.5036

Abstract

Di Kota Batam terdata bahwa hanya ada 1 pengukur hujan, yaitu di Bandara Hang Nadim Batam yang dikelola oleh Badan Meteorologi dan Geofisika (BMKG) Batam. Hal ini tentunya sangat menghambat pekerjaan dari Bidang SDA yang bekerja untuk mengantisipasi banjir di Kota Batam. Kejadian banjir tentunya sebagian besar diakibatkan oleh air hujan yang mencapai kedalam tertentu. Hal ini menunjukkan bahwa untuk mengantisipasi terjadinya banjir, perlu adanya pengukur hujan yang bisa menjadi alat peringatan dini banjir. Penelitian ini dilakukan untuk mengurangi resiko terjadi kesalahan pada saat pengambilan data hujan dan kerapatan jaringan stasiun hujan dapat terkoreksi dengan baik sehingga kerapatan jaringan stasiun hujan menjadi ideal. Metode penelitian yang digunakan adalah metode penelitian kuantitatif dengan menggunakan data hujan 30 tahun dari stasiun hujan Hang Nadim Batam dan peta DAS Batam dari Balai Wilayah Sungai Batam. Perhitungan menggunakan metode perhitungan kagan. Penelitian ini menghasilkan jumlah alat pengukur hujan yang dibutuhkan Kota Batam adalah sebanyak 31 alat. Penentuan titik lokasi alat pengukur hujan terdiri dari 31 lokasi, yaitu Kantor Kelurahan Baloi Indah, Batu Besar, Belian, Bengkong Laut, Bukit Tempayan. Buliang, Kabil, Lubuk Baja Kota, Mangsang, Patam Lestari, Pulau Buluh, Sadai, Sagulung Kota, Sei Pelungut, Sukajadi, Sungai Binti, Sungai Harapan, Sungai Jodoh, Sungai Langkai, Sungai Panas, Taman Baloi, Tanjung Buntung, Tanjung Pinggir, Tanjung Riau, Tanjung Sengkuang, Tanjung Uncang, Teluk Tering, Tembesi, Tiban Baru, Tiban Indah, dan Tiban Lama.
The simulation of bridge pier planning using Revit: A building information modelling approach Ricardo, Vincent Aluna; Rifai, Andri Irfan; Ginting, Jody Martin; Prasetijo, Joewono
Indonesian Journal of Multidisciplinary Science Vol. 3 No. 12 (2024): Indonesian Journal of Multidisciplinary Science
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/ijoms.v3i12.968

Abstract

Building Information Modeling (BIM) represents a transformative approach to architectural design and construction management globally (Babalola, 2023). The construction industry is increasingly recognizing BIM's potential to mitigate project risks, improve cost estimation accuracy, and enhance regulatory compliance. This study highlights how BIM can enhance predictive maintenance, lifecycle cost analysis, and sustainability metrics in bridge infrastructure. Revit's BIM framework empowers engineers to innovate, streamline workflows, and deliver sustainable infrastructure solutions that meet evolving societal needs. The research methodology employed in this study involves systematically collecting data from online sources and using Revit for practical application. The combination of data from Google Scholar and practical application through Revit enhances the robustness and applicability of the research findings. Embracing BIM in bridge pier planning not only enhances project efficiency but also sets a benchmark for future advancements in civil engineering practices.
Co-Authors Andri Irfan Rifai Ayuni, Tiara Puspita Caesar, Ariel Jenny, Jenny Lurich, Frank Mauthonic, Valerianus Kevin Prasetijo, Joewono Ricardo, Vincent Aluna Saputra, Ade Jaya Sri Dewi Lestari, Sri Dewi