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All Journal Indonesian Journal of Geography Management of Aquatic Resources Journal (Maquares) IPTEK The Journal for Technology and Science Jurnal Kelautan : Indonesian Journal of Marine Science and Technology KERN Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) JURNAL SIPIL SAINS JURNAL ILMIAH GEOMATIKA SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Jurnal Aplikasi Teknik Sipil Jambura Journal of Mathematics International Journal of Science, Engineering and Information Technology jurnal syntax admiration Nusantara Science and Technology Proceedings International Journal of Eco-Innovation in Science and Engineering (IJEISE) International Journal of Engineering, Science and Information Technology Extrapolasi Journal of Civil Engineering Science & Technology (CI-TECH) Jurnal Locus Penelitian dan Pengabdian KERN : Jurnal Ilmiah Teknik Sipil Jurnal Talenta Sipil Envirotek : Jurnal Ilmiah Teknik Lingkungan Makara Journal of Technology Aceh International Journal of Science and Technology Applied Engineering and Technology RESLAJ: Religion Education Social Laa Roiba Journal Journal of Management, Economic, and Financial Journal Serambi Engineering (JSE) Journal of Civil Engineering and Vocational Education International Journal of Industrial Innovation and Mechanical Engineering International Journal of Mechanical, Electrical and Civil Engineering International Journal of Mechanical, Industrial and Control Systems Engineering Jurnal Teknik Sipil Jurnal Abdi Karya Sipil Indonesian Journal of Applied Science and Technology
Hendrata Wibisana
Program Studi Teknik Sipil, Universitas Pembangunan Nasional “Veteran” Jawa Timur
Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Physics Public Health Social Sciences Transportation Other

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Analisa Perbandingan Metode Lifting Hammer Menggunakan Crane dan Frame Portal untuk Uji PDA Pada Tiang Bore Pile Berdasarkan Analisa Mutu, Waktu dan Biaya Ali Zainal Abidin Isa Alhabsyi; Ifthar Ramadhana W; Hendrata Wibisana; Karina Meilawati Eka Putri
Jurnal Serambi Engineering Vol. 10 No. 1 (2025): Januari 2025
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The foundation is an important part of building construction, acting as a support for the building and transferring loads evenly from the upper structure to the ground. In construction projects, one of the most important activities is to test the bearing capacity of bore piles using the Pile Driving Analyser (PDA) method. The purpose of this test is to ensure that the capacity of the bored pile can meet the structural requirements of the toll road, particularly in the face of significant vertical and lateral loads. Improving the efficiency of the PDA (Pile Driving Analyzer) testing method is an important challenge in the foundation of bored piles in infrastructure projects. This study discusses the analysis of the use of the Frame Portal PDA as an alternative to the crane hammer method. The analysis includes quality, time and cost aspects on the Toll project. The results show that the PDA Portal Frame method is more efficient with a cost saving of Rp109,010,524.00 and a reduction in implementation time for 2 days of test points compared to the crane method. In addition, the PDA Portal Frame structure has a maximum deformation of 0.030 mm, which is within safe limits according to SNI 2847-2019.
Comparison Model of Vegetation Index and Mangrove Density using Landsat 8 Satellite Imagery in Ujungpangkah Prakoso, Shaktiawan Lawyerrisa; Wibisana, Hendrata
CIVED Vol. 11 No. 3 (2024): September 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i3.610

Abstract

Gresik Regency is a coastal area with a significant mangrove population, notably in the Ujungpangkah region. The Ujungpangkah mangrove forest is a designated ecotourism and conservation area. However, due to management and utilization practices by the local community, the mangrove ecosystem in Banyuurip Village, Ujungpangkah District, has experienced a decline. This study aims to determine the mangrove density in Banyuurip Village using vegetation index transformation methods (NDVI and DVI). Assessing the density of mangrove vegetation is crucial for the effective management of mangrove forests to ensure they fulfill their ecological functions. The research employs a quantitative method, utilizing Landsat 8 imagery data to measure mangrove density using the NDVI and DVI methods. The study results indicate that the NDVI canopy density classification is 86.67%, divided into three classes: dense (569.700 ha or 95.32%), medium (29.910 ha or 4.50%), and sparse (1.080 ha or 0.18%). Meanwhile, the FCD classification results are 73.33%, also divided into three classes: dense (583.740 ha or 97.67%), medium (13.410 ha or 2.24%), and sparse (0.540 ha or 0.09%). The NDVI method proved to be the most accurate for classifying canopy density based on the accuracy test data
Penerapan Sistem Informasi Geografis (SIG) Dalam Kajian Porositas Tanah Pada Wilayah Pesisir Tuban Pare, Jeremy Rumbaya Kondo; Wibisana, Hendrata; Solin, Dian Purnamawati
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.835

Abstract

Soil porosity plays an important role in the design of the substructure of a building. Soil porosity itself is one of the characteristics of the soil. By understanding the level of porosity, land management and spatial planning in the future can be carried out more efficiently and quickly. This study aims to calculate soil porosity levels, develop a mathematical model that links soil porosity with satellite image reflectance, and map the distribution of soil porosity levels in the coastal area of Tuban. The research methods include laboratory testing and numerical data processing using the Lagrange polynomial approach. Mapping was performed using ArcGIS software, utilizing Landsat 8 satellite image reflectance data (Band 4 and Band 5) combined with field data. The results of this study show that soil porosity levels in the coastal area of Tuban vary considerably. The mathematical model obtained is derived from a second-degree polynomial equation, y = 83.775x² - 46.752x + 6.8654, with high accuracy, indicated by an average data deviation of 2%. Data points from Google Earth Pro were integrated into ArcGIS to produce thematic maps. These maps visualize the variation in soil porosity distribution through a color gradient.
Produktivitas Alat Berat Concrete Pump dengan Perbandingan Elevasi Pengecoran Dwi Cahya, Maulana Zidan; Prasetyo, Dimas Bagus; Wibisana, Hendrata; Eka Putri, Karina Meilawati
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.825

Abstract

Construction projects are influenced by various factors, one of which is the productivity of heavy equipment used. One such equipment used in concrete pouring projects is the concrete pump, which functions to transport fresh concrete to the pouring location. This study aims to measure the productivity and time efficiency of concrete pump usage in the construction of the Aston Inn Hotel in Lumajang. The equipment's productivity is calculated based on the volume of concrete pumped and the time required for the pouring process. The results showed that the productivity of the concrete pump on the 5th floor was 0.219 m³/min, while on the 6th floor, it was 0.166 m³/min, with an elevation difference of 3.4 meters between the floors. Time efficiency was also measured, with the pouring of 63 m³ of concrete taking between 30 and 45 minutes, depending on the proximity of the concrete mixer truck to the project site. This study provides insights into how optimizing the use of heavy equipment can improve productivity and efficiency in construction projects, especially in concrete pouring tasks with a concrete pump.
Mapping Shoreline Changes in the Situbondo Coastline for a Period of 10 Years Using Landsat 8 Satellite Image Data Ary Candra Wibawa; Hendrata Wibisana
International Journal of Mechanical, Electrical and Civil Engineering Vol. 1 No. 4 (2024): October : International Journal of Mechanical, Electrical and Civil Engineering
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/ijmecie.v1i4.44

Abstract

Coastal areas have the potential to prosper the surrounding community. The coastline is the boundary line between land and sea level that is dynamic. Changes in the coastline can lead to abrasion and accretion. This study aims to determine changes in the coastline on the Situbondo coast for a period of 10 years by taking Landsat 8 satellite image data processed using ArcGIS 10.7. The method used in this study uses the calculation of the Haversin formula and Euclidean Distance. The results showed that the smallest shoreline change in Situbondo Regency over a period of 10 years occurred in transect 24, precisely in Agel Village, Jangkar District with a shoreline change rate of 1.11 meters. While the largest 10-year shoreline change in Situbondo Regency occurred in transect 25, precisely in Kumbangsari Village, Jangkar District with a shoreline change rate of 106.42 meters.
Comparative Analysis Of Aqua MODIS and VIIRS Sensors In Mapping Chlorophyll-A Concentration and Sea Surface Temperature In The South Coast Of East Java Fitrah Alfi Syah Alam; Hendrata Wibisana
International Journal of Industrial Innovation and Mechanical Engineering Vol. 1 No. 3 (2024): August: International Journal of Industrial Innovation and Mechanical Engineeri
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/ijiime.v1i3.42

Abstract

The South Coast of East Java is one of the areas that has marine and fisheries potential. This is utilized by local residents as a source of livelihood. To maximize this potential, it is necessary to know how the water quality in an area. The water quality of a water body can be known through the measurement of chlorophyll-a concentration and sea surface temperature with the help of remote sensing technology. This study aims to analyze the comparison of Aqua MODIS and VIIRS images on mapping chlorophyll-a concentration and sea surface temperature with the help of the SeaDAS application whose data is downloaded through the NASA oceancolor website. To map chlorophyll-a concentration and sea surface temperature, an analysis method using the most optimal mathematical model is needed. The results of the Aqua MODIS satellite image chlorophyll-a concentration research in the year (2020-2024) in the South Coast of East Java has an average of 0.24282 mg/m3, 0.19144 mg/m3, 0.51777 mg/m3, 0.37524 mg/m3, and 4.0542 mg/m3. The highest average chlorophyll-a concentration value of Aqua MODIS satellite imagery occurred in May 2024. This condition indicates that the water quality in the South Coast of East Java is low. While the chlorophyll-a concentration of VIIRS satellite images in the year (2020-2024) in the South Coast of East Java has an average of 0.23197 mg/m3, 0.31974 mg/m3, 0.19304 mg/m3, 0.38974 mg/m3, and 1.58583 mg/m3. The highest average chlorophyll-a concentration value of VIIRS satellite imagery occurred in May 2024. This condition indicates that the water quality in the South Coast of East Java is low.
Kombinasi Alat Berat pada Pekerjaan Pemindahan Tanah Dan Galian pada Pembangunan Jalan Jalur Lintas Selatan Lot 3 Pantai Serang – Sumbersih Septiono, Wisnu Panji; Syahputra, Aldy; Wibisana, Hendrata; Putri, Karina Meilawati Eka
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.827

Abstract

The construction of roads is one of the key aspects to support economic growth and facilitate community mobility. A crucial stage in this project is the earthmoving and excavation work, which requires proper heavy equipment planning to achieve efficiency in terms of time, cost, and quality. This analysis aims to evaluate the optimal combination of heavy equipment for the construction project of the South Coastal Road (JLS) Lot 3 Pantai Serang – Sumbersih, focusing on excavation and earthmoving tasks. The project faces complex geographical challenges, such as hilly terrain and varying soil types, which necessitate the use of suitable heavy equipment to optimize productivity. Using a quantitative approach, data collection, documentation studies, and interviews were conducted. The collected data were then analyzed using productivity calculation formulas for heavy equipment to identify the most efficient combination of heavy machinery. The results show that a combination of heavy equipment consisting of 1 Kobelco SK200 excavator, 1 Kobelco SK200 excavator, 4 dump trucks, and a bulldozer can improve work efficiency and reduce the required time and costs. Hence, Combination 1 was selected as the most optimal choice for excavation and earthmoving work in the JLS Lot 3 Pantai Serang – Sumbersih road construction project, achieving a total duration of 15,730 hours and a cost of IDR 25,837,774,442.
Coastline Mapping In Pati District Utilising Landsat-8 Satellite Images In 2015-2024 Alfiandi Setya Dwinanda; Hendrata Wibisana
International Journal of Mechanical, Industrial and Control Systems Engineering Vol. 1 No. 3 (2024): September :IJMICSE: International Journal of Mechanical, Industrial and Control
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/ijmicse.v1i3.46

Abstract

The coastline changes from time to time in line with natural changes such as wave activity, and sediment. This study aims to determine the changes in coastline on the coast of Pati Regency in 2015-2024. The research method utilises Geographic Information System (GIS) and remote sensing technology by taking Landsat-8 satellite image data processed using ArcGis application then calculated using Haversin Formula and Euclidean Distance calculation. The results showed that the largest shoreline change was found in transect 3 located in Dukuhseti Subdistrict, Kembang Village with a value of 453.92 metres within 10 years and the smallest shoreline change value occurred in transect 8 located in Tayu Subdistrict, Tunggulsari Village with a change value of 2.41 metres within 10 years.
Analisis Perbandingan Tingkat Kebisingan dengan Volume Kendaraan pada Area Kecamatan Sidoarjo hingga Kecamatan Krian Riokka, Rifqi Hanan; Wibisana, Hendrata
EXTRAPOLASI Vol 22 No 01 (2025)
Publisher : Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30996/ep.v22i01.9140

Abstract

Sidoarjo merupakan kota yang menjadi salah satu penyokong utama Kota Surabaya dalam sector industry. Banyak ruas jalan di kota Sidoarjo yang menjadi jalur lintasan bagi kendaraan- kendaraan besar, salah satu ruas jalan pada kota Sidoarjo adalah ruas JL Pahlawan hingga ruas JL.Raya Legundi. Pada ruas jalan tersebut terdiri dari sepuluh segmen ruas yang mempunyai karakteristik berbeda satu dengan yang lainnya. Pada ruas jalan tersebut terdapat banyak pabrik-pabrik besar yang berada pada beberapa titik ruas, sehingga pada beberapa segmen jalan mengalami kepadatan volume kendraan yang cukup significan. Kepadatan tersebut dapat menimbulkan kebisingan yang cukup tinggi pada beberapa segment jalan. Penelitian ini dilakukan dengan metode quantitatif, yaitu pengamatan data secara langsung terhadap jumlah volume kendaraan dan tingkat kebisingan pada arah Sidoarjo-Krian dan Krian-Sidoarjo. Berdasarkan hasil dari perhitungan pada tiap segmen arah Sidoarjo - Krian dapat disimpulkan bahwa, volume kendaraan maksimum terjadi pada hari Rabu, 15 Maret 2023 pada sore hari terjadi pada pukul 16.00 – 17.00. Nilai Q sebesar 3669,70 smp/jam di segmen II, dengan total 6018 Kend/Jam. Berdasarkan hasil dari perhitungan kebisingan Leq pada tiap segment arah Sidoarjo – Krian tingkat kebisingan maksimum terjadi pada hari Kamis, 16 Maret 2023 pagi pukul 09.00 - 10.00 yaitu dengan Leq 74,39 dBA di segmen III.
Analisis Hubungan Volume Kepadatan dan Kecepatan Lalulintas pada Jalan Raya Raci – Bangil Menggunakan Metode Greenshields Ramadhani, Nadya Mutiara; Wibisana, Hendrata
EXTRAPOLASI Vol 22 No 01 (2025)
Publisher : Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30996/ep.v22i01.12171

Abstract

Jalan Raya Raci merupakan salah satu jalan utama di Kota Bangil, Pasuruan yang termasuk Jalan Pantura dan berada di sekitar kawasan PIER (Pasuruan Industrial Estate Rembang). Hal ini menyebabkan volume pada Ruas Jalan Raya Raci cukup tinggi dan akan terus bertambah seiring berkembangnya jumlah penduduk. Oleh karena itu dilakukan penelitian ini dengan menggunakan metode Greenshields untuk menganalisis karakteristik lalu lintas dimana analisis ini bertujuan untuk meningkatkan tingkat keselamatan dan tingkat kelancaran lalu lintas. Survei dilakukan pada pukul 08.00 – 16.00, dengan total 5 hari survei yaitu pada hari Senin hingga hari Jumat di setiap ruas segmennya. Dari penelitian ini menunjukkan nilai kecepatan arus bebas (Sff) tertinggi terjadi pada Segmen 1 arah Pasuruan dengan nilai Sff = 73,080 km/jam, kapasitas atau arus maksimum (VM) tertinggi terjadi pada segmen 3 arah Bangil dengan nilai VM = 464,038 emp/jam, kecepatan pada kondisi arus lalulintas maksimum (SM) tertinggi terjadi pada segmen 1 arah Pasuruan dengan nilai SM = 36,540 km/jam, dan kepadatan pada kondisi arus lalulintas maksimum (DM) tertinggi terjadi pada segmen 3 arah Bangil dengan nilai DM = 14,798 emp/km.
Co-Authors Afifah Ajeng Agil, Raditya Ahna Mayhella Putri Albar, Aldino Maulana Alfiandi Setya Dwinanda Alfiansyah, Achmad Dzulfiqar Ali Zainal Abidin Isa Alhabsyi Anna Rumintang Apriliana, Diyah Ayu Ardianto, Eric Arga Erditya Herdirinanda Ary Candra Wibawa Aryaseta, Bagas Aryaseta, Bagas Arzalia Novia Putri Aulia Azizah Bagas Aryaseta Bagas Aryaseta Bangun Muljo Soekotjo Bangun Muljo Sukojo, Bangun Muljo Dam, Leontius Barbarigo Decynthia Wibowo Dian Purnamawati Solin Dicky Firmansyah Dicky Firmansyah Difha Trisadi Dimas Bagus Prasetyo Dwi Cahya, Maulana Zidan Dyah Ayu Kusumaningtyas Effendi, Mochammad Fahreeza Yuniar Eka Putri, Karina Meilawati Erlangga, Agi Rahmantoko Euis Nurul Hidayah Farida Hardaningrum Farihatul Islamiyah Fatikasari, Aulia Dewi Femmy Kindanti Fithri Estikhamah Fithrie E Fitrah Alfi Syah Alam Handajani, Novie Hasanah, Fifi Nurlaili Ifthar Ramadhana W Ilham Akbar Kamal - Fikkri Karaman , Novel Karina Meilawati Eka Putri Kartika, Sucahyaning Wahyu Trihasti Kartini Kustarto, Hendro Kustarto, Hendro Kusumaningtyas, Dyah Ayu Lamento Umbro Leontius Barbarigo Dam M. Khadik Asrori Masbut, Muhammad Fadlullohil Masliyah Masliyah Masliyah Masliyah M Maulana Yusuf Mohammad Hendrik Saputra Romadhon Muhammad Fahmi Izzatur Rahman Muhammad Hafidz Sarimun Putra Muhammad Rusdi Muhammad Wildan Nasrullah, Bima Hanggara Nia Dwi Puspitasari Nina Saraswati Novirina Hendrasarie Nugroho Utomo Nugroho Utomo Nugroho Utono Pare, Jeremy Rumbaya Kondo Prakoso, Shaktiawan Lawyerrisa Putri, Ahna Mayhella Putri, Arzalia Novia Putri, Karina Meilawati Eka Rachmanto, Tuhu Agung Raditya Agil Raharjo, Rizaldy Aditya Ramadhani, Nadya Mutiara Restu Hikmah Ayu Murti Rifqi Hanan Riokka, Rifqi Hanan Rizki Firman Alamsyah Rohmatun Nisa Romadhon, Mohammad Hendrik Saputra Rosariawari, Firra Sarimun Putra, Muhammad Hafidz Sarra Amanda Sinaga Senggarang, Raphael Rio Dewa Septiono, Wisnu Panji Sholichin, Ibnu Siti Zainab Siti Zainab Siti Zainab, Siti Suhada, Aisyah Ramadhanti Sukotjo B. M Sukotjo, Bangun Muljo Syadza Nabila Yusna Syahputra, Aldy Umboro Lasminto Vicky Agustin Vivid Lucha Deanggi Yuliano, Hendrikus Zetta R. Kamandang Zetta R. Kamandang Zetta Rasullia Kamandang Zetta Rasullia Kamandang