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Jurnal Aplikasi Teknik Sipil
ISSN : -     EISSN : 2579891X     DOI : -
Core Subject : Engineering,
Jurnal Aplikasi Teknik Sipil (JATS) E-ISSN 2579-891X, memuat tulisan tentang aplikasi dibidang Teknik Sipil. Aplikasi ini boleh berasal dari semua cabang ilmu teknik sipil baik itu struktural, geoteknik, manajemen konstruksi, hidrologi, transportasi, dan informatika teknik sipil. Sehingga aplikasi ini tidak hanya mengenai urusan pembangunan sebuah proyek bangunan, tetapi juga memungkinkan untuk memodelisasi sebuah bentuk dengan bantuan software.
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Articles 10 Documents
Search results for , issue "vol. 23 no. 4 (2025)" : 10 Documents clear
Perhitungan Waktu dan Biaya Pelaksanaan Pembangunan Struktur Atas Lantai Basement dan Podium 8 Lantai pada Gedung Apartment Menggunakan Aluminium Formwork Novia Dwi Handayani
Jurnal Aplikasi Teknik Sipil Vol. 23 No. 4 (2025)
Publisher : Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember

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Abstract

This study discussed the calculation of time and cost in the construction of the upper structure of apartment building using aluminum formwork. Aluminium formwork was chosen by consideration of its advantages in implementation time, quality, and cost. The use of aluminium formwork is suitable for use on typical floors as apartment building. In addition, aluminium formwork is coherent with green building concept. Planning begins by determined construction method, then proceeds with the calculation of quantity, productivity, duration and RAP. Scheduling was carried out using PDM and Microsoft Project. Based on scheduling and work weights, S-Curve was made. The calculation results obtained duration of Aluminium Formwork implementation is 70 working days with total cost of Rp. 14,238,023,01. In contrast, using conventional method shows total cost is Rp. 13,893,023,48 and the duration is 103 working days. The use of aluminium formwork is more expensive by Rp. 1,050,531,78 and the work process is faster than conventional.
Analisis Banjir Akibat Sudetan Meandering Sungai Kolokoso Studi Kasus : Bandara Dhoho, Kediri M Gilang Indra Mardika; Tera Melya Patrice Sihombing; Ryan Andreas
Jurnal Aplikasi Teknik Sipil Vol. 23 No. 4 (2025)
Publisher : Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember

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The construction of Dhoho Kediri Airport has altered land use in the Kolokoso Watershed, increasing flood risks. To mitigate this, a cutoff channel was proposed for the meandering river section. Hydrological analysis utilized the Log Pearson III distribution and Mononobe method for a 25-year return period. Effective rainfall was derived via the Alternating Block Method, and peak flood discharge was calculated at 0.829 m³/s using the SCS Unit Hydrograph. HECRAS 6.4.1 simulations modeled the implementation of three box culverts (4.8 m x 4.3 m). Results indicate a significant reduction in flood inundation area from 5.93 ha to 0.65 ha. Validation demonstrated high model accuracy, showing 89% agreement for water levels and98% for flow velocities.
Analisis Tingkat Kepuasan Penumpang terhadap Pelayanan Trans Banyumas Koridor I Ida Syifaul Hikmah
Jurnal Aplikasi Teknik Sipil Vol. 23 No. 4 (2025)
Publisher : Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember

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Banyumas Regency launched Trans Banyumas to create a public transport system with quality services. According to data from PT Banyumas Raya Transportasi, the number of passengers in Corridor I is less than other corridors. This study aims to evaluate Trans Banyumas Corridor I service based on passenger perceptions. The method uses Importance Performance Analysis (IPA) and Customer Satisfaction Index (CSI). The results of the IPA method research show a suitability level of 95.71% which is categorised as satisfied, while the CSI satisfaction value is 79.94% and is categorised as satisfied. The assessment results obtained 5 indicators that needed improvement and handling including, bus driver expertise and skills (X5), handrails on the bus (Hand Grip) (X6), bus passenger capacity (X11), ease of reaching the bus stop (X13), and priority seats (X15).
Analisis Parameter Marshall dan Indeks Kekuatan Sisa Pada Campuran Asphalt Concrete-Wearing Course Ditinjau Dari Penggunaan Filler PC, Abu Sekam Padi dan Abu Limbah Serbuk Kayu Kerajinan Kendang Jimbe Kota Blitar Kokos Asadurohman; Bambang Supriyanto; Boedi Rahardjo
Jurnal Aplikasi Teknik Sipil Vol. 23 No. 4 (2025)
Publisher : Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember

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Abstract

Road infrastructure is one of the important facilities in supporting community mobility. Therefore, alternative fillers with PC filler, rice husk ash, and wood powder waste ash from kendang jimbe crafts in Blitar City need to be sought. This research aims to describe the characteristics and IKS values in the AC-WC mixture as viewed from the Marshall parameter results. This research was conducted by testing using Marshall test equipment. Test results show that with increasing asphalt content, stability value tends to rise until the asphalt content reaches 6%, then decreases until the asphalt content reaches 7%. The flow value tends to rise with increasing asphalt content, the VIM value tends to decrease as the asphalt content increases, the VMA value of PC filler and wood powder waste ash tends to decrease with increasing asphalt content, whereas the VMA value of rice husk ash filler tends to increase. The VFA value tends to rise with increasing asphalt content. IKS value of PC filler and rice husk ash meets specifications. However, IKS value of wood powder waste ash filler does not meet specifications.
Analisis Perbandingan Waktu Dan Biaya Bekisting Metode Konvensional Dengan Sistem Table Formwork Pada Pembangunan Gedung At-Taawun Universitas Muhammadiyah Surabaya Novianti Dwi Rahayu; Mohamad Khoiri; Ragil Purnamasari
Jurnal Aplikasi Teknik Sipil Vol. 23 No. 4 (2025)
Publisher : Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember

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Abstract

The At-Taawun Building, being constructed by Muhammadiyah University of Surabaya, is classified as a high-rise structure due to its 19 tower levels and 1 basement floor. The formwork for this project is based on the convenstional formwork system. Research findings indicate that the multiplex use maximum cycle will impact the fabrication and dismantling process, resulting in a longer times for the conventional method compared to the other approaches. In contrast, the phenolic film cycle and the formwork table's module shape allow for faster construction and disassembly. Based on the results of the analysis, reveal that completing the task with the table formwork approach would take 130 days, compared to 155 days with conventional methods. According to calculations, the conventional methode's implementation total cost comes as much as IDR21.598.777.449,93, while the total cost of table formwork method is IDR22.610.784.905,70
Dam Break Analysis Berdasarkan Skenario Overtopping Menggunakan Aplikasi HECRAS 2D pada Bendungan Leuwikeris Muhammad Dhaffa Firmansyah; S. Kamilia Aziz
Jurnal Aplikasi Teknik Sipil Vol. 23 No. 4 (2025)
Publisher : Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember

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Dams have benefits derived from large water reservoirs as a source of water. The larger the water source being stored, the greater the potential risk to communities downstream due to the failure or collapse of the dam structure. The majority of earth-fill dams experience collapse 35% of the time due to overtopping. Based on flood tracking, the Leuwikeris Dam experienced overtopping at +160.351. Collapse simulations of the dam were conducted using HEC-RAS 2D with the collapse parameter equations from the Froehlich 2008 method. The simulation results indicate that the dam collapse resulted in flooding covering an area of 189.2581 km²downstream of the Leuwikeris Dam
Studi Komparatif Tahanan Gesek antara Tiang Terpancang dan Tiang Tertimbun pada Tanah Pasir Pantai I Made Dirgayusa; Sito Ismanti; Ahmad Rifa’i
Jurnal Aplikasi Teknik Sipil Vol. 23 No. 4 (2025)
Publisher : Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember

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The position of foundation pile caps of monument constructed on coastline changed from below to above the soil surface. Therefore, the piles were driven in a free-standing condition and then covered with beach sand soil. This research aims to analyze the frictional resistance of buried pile, then compare it with the frictional resistance of ordinary piles. Practical analysis methods and finite element methods using RS Pile software are compared to obtain a representative method. The comparison results show that the Meyerhof method has the closest soil bearing capacity behavior to the field test results. Based on the results, the skin friction of buried piles is 52% - 57% lower than ordinary piles. This decrease occurred because the assumed value of the angle of friction in the soil was lower because the soil around the pile was not as dense as in ordinary conditions which compacted during the driving process.
House of Risk (HOR): Analisis Risiko Aspek Waktu Pelaksanaan Bangunan Gedung di Lingkungan Lahan Basah Kalimantan Selatan Candra Yuliana; Retna Hapsari Kartadipura; Endah Widiastuti; Gawit Hidayat
Jurnal Aplikasi Teknik Sipil Vol. 23 No. 4 (2025)
Publisher : Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember

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Risks during project implementation are often related to lack of resources, design changes, which can result in work delays and increased costs. The aim of the research is to examine risks with a large impact in causing delays and effective ways to reduce them on construction projects in the Banjarbaru and Banjarmasin areas. This research involves data collection using qualitative method research through questionnaires, which are then analyzed using the Severity Index method combined with the Probability-Impact Matrix and House of Risk. The results of the identification of 5 dominant risks, namely quality checks at the same time as work implementation, staff organization, limited funds, inappropriate or uncomfortable PPE used during implementation, workers being too confident that they will not get hurt. Recommendations for dealing with project delays that can be achieved through setting appropriate specifications, evaluating the level of labor productivity and budget changes, checking quality according to standards, socializing the dangers of project accidents, monitoring in accident management, updating material and labor estimates, providing PPE.
Analisis Risiko Kecelakaan Kerja pada Proyek Konstruksi Menggunakan Metode Bowtie (Studi Kasus: Pembangunan Terowongan Joyoboyo Surabaya) Nelson Elkana Daud Way; Maulidya Octaviani B; Wisnu Abiarto N; Sekar Ayu Kuncaravita
Jurnal Aplikasi Teknik Sipil Vol. 23 No. 4 (2025)
Publisher : Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember

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In the implementation of construction such as the Joyoboyo Tunnel, there are always risks that can arise in every activity or work on the project. The purpose of this study is to analyze the causes, impacts and responses to the most dominant risks and control methods to reduce the risk of work accidents in the Joyoboyo Tunnel Construction project. Data collection techniques through distributing questionnaires with data analysis techniques through Risk Identification and Assessment and Bowtie. The results of the study stated that the causal factors for the risk of "Land prone to landslides" with a risk value of 25. Then the causal factors for the risk of "Low oxygen levels" with a risk value of 20. For the causal factors for the risk of "Scaffolding has not been installed properly" and the causal factors for the risk of "Falling Material in Excavation" with a risk value of 16 with high risk category
Optimasi Pemanfaatan Lahan Menggunakan Metode Highest and Best Use Hendry Kusuma Ariadi
Jurnal Aplikasi Teknik Sipil Vol. 23 No. 4 (2025)
Publisher : Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember

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Population growth in Indonesia is increasing slowly every year, making land purchase prices increasingly expensive. Because of this, it is necessary to optimize land so that the buildings used meet needs, namely using Highest and Best Use (HBU) method. The land is on Jl. Keputih Tegal Timur, Kel. Keputih, Kec. Sukolilo, Surabaya, is an empty land with a land area of 1,320 m². Highest and Best Use (HBU) method includes legal aspects, physical aspects, financial aspects and maximum productivity. From the results of the analysis usingthree alternative buildings, a building was obtained boarding house as an alternative that can increase land value by IDR 59.697591 per m2 in a period of 10 years. Until boarding house worthy because it has a productivity value of 497.48%.

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