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ARNIZA FITRI
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INDONESIA
Journal of Infrastructural in Civil Engineering (JICE)
Published by Universitas Teknokrat Indonesia
ISSN : -     EISSN : 27747239     DOI : 10.33365/jice
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
This journal aims to facilitate and promote the dissemination of scholarly information on research and development in the field of Civil Engineering including Hydraulic, Structures, Transportation and Construction of Management. The articles published in this journal can be the result of research, conceptual thinking, ideas, innovations, best practices, and review articles.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 56 Documents
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BJPSDA SEBAGAI UPAYA PARTISIPATIF DALAM PENGELOLAAN SUMBER DAYA AIR DI WILAYAH SUNGAI CIMANUK-CISANGGARUNG Ariyanto, Lilik; Pramawan, Heri; Rahman, Fadli
Journal of Infrastructural in Civil Engineering Vol 5, No 02 (2024): Volume 5, Issue 02, July 2024
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v5i02.4068

Abstract

Sesuai amanat UU Nomor 17 Tahun 2019 tentang Sumber Daya Air, pasal 1, ayat 28: Biaya Jasa Pengelolaan Sumber Daya Air yang selanjutnya disingkat BJPSDA adalah biaya yang dikenakan, baik sebagian maupun secara keseluruhan, kepada pengguna Sumber Daya Air yang dipergunakan untuk Pengelolaan Sumber Daya Air secara berkelanjutan. Sesuai dengan perkembangan dan pertumbuhan penduduk yang pada akhirnya berimbas pada meningkatnya kebutuhan akan air sedangkan ketersediaan air cenderung tetap, maka BBWS Cimanuk Cisanggarung diharapkan lebih professional di dalam pengelolaan SDA dan mendapatkan tugas untuk menarik BJPSDA dan mempergunakannya sebagai tambahan untuk menanggung Biaya Pengelolaan SDA, sehingga di masa yang akan datang dapat meringankan APBN.Menurut Permen PUPR No. 18/PRT/M/2015 Tentang Iuran Ekploitasi dan Pemeliharaan Bangunan Pengairan, BJPSDA bukan merupakan pembayaran atas harga air, melainkan merupakan penggantian sebagian biaya yang diperlukan untuk pengelolaan sumber daya air. Kewajiban untuk menanggung BJPSDA tidak berlaku bagi pengguna air untuk kebutuhan pokok sehari-hari dan untuk kepentingan sosial serta keselamatan umum. Karena keterbatasan kemampuan petani pemakai air, penggunaan air untuk keperluan pertanian rakyat dibebaskan dari kewajiban membiayai jasa pengelolaan sumber daya air.Berdasarkan analisis, diketahui Biaya Pengelolaan SDA di WS Cimanuk-Cisanggarung rata-rata per tahun sebesar Rp. 220.447.310.227, 22. Sedangkan rekapitulasi nilai manfaat ekonomi (NME) komponen pertanian rakyat sebesar 43.86%, pengendalian banjir 0.60%, penggelontoran 26.68%, usaha air minum 1.82%, energi listrik 22.90%, energi listrik <10 MW sebesar 0.91% dan industry sebesar 3.23%. Nilai besaran tarif BJPSDA pada WS Cimanuk-Cisanggarung diketahui untuk pertanian rakyat sebesar Rp. 387.729, 30 per Ha, pengendalian banjir sebesar Rp. 387.729, 30 per Ha, penggelotoran dan usaha air minum masing-masing sebesar Rp. 52,86 per m3, energi listrik sebesar Rp. 22,09 per KwH dan industri sebesar Rp. 236,19 per m3.Kata kunci: BJPSDA, Partisipatif, Cimanuk-Cisanggarung
Pengaruh Penambahan Serat Terhadap Karakteristik Mekanis Batako Wibowo, Hartanto; Yoresta, S.T.,M.T., Dr. Eng. Fengky Satria
Journal of Infrastructural in Civil Engineering Vol 5, No 01 (2024): Volume 5, Issue 01, January 2024
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v5i01.2799

Abstract

Indonesia is a country with some point of earthquake that spread almost throughout its territory. Therefore, in making a building, a strong material is needed and can withstand an earthquake. In its development, has emerged various kinds of technology to improve the quality of building materials. One of some technology that can be used is the method of adding fiber to the concrete mixture. This study aims to determine the effect of the addition of palm fiber, coconut fiber, and bendrat on the mechanical characteristics of concrete blocks. A total of 60 concrete brick samples were made with 0.1 additional fiber variations; 0.3; and 0.5% of the total volume of brick. Testing of mechanical properties include testing compressive strength, flexural strength, modulus of elasticity (MOE), stiffness, and brick ductility. The test results show that the addition of fiber as a brick making mixture tends to increase the quality of the mechanical properties of brick. The highest compressive strength is found in bendrat wire concrete (0.5%) which is 27.21 kg/cm2. The highest flexural strength, MOE, and stiffness values were found in coconut fiber fiber brick (0.3%) with the respective value of 1351.25 kg/cm2; 105.85 kg/cm2; and 194.84 kg/cm. The highest ductility value is found in bendrat wire brick (0.3%) which is 1.70 cm.
Tinjauan Perilaku Driver Ojek Online Dalam Mengutamakan Keselamatan Berlalu Lintas (Study Kasus : Jalan Sultan Agung dan Jalan ZA.Pagar Alam) Kurniawan, Wawan; Pramita, Galuh; Lestari, Fera
Journal of Infrastructural in Civil Engineering Vol 5, No 02 (2024): Volume 5, Issue 02, July 2024
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v5i02.4557

Abstract

Layanan transportasi online pertama kali muncul di Indonesia pada tahun 2010 dengan peluncuran Gojek, sebuah perusahaan rintisan yang menawarkan layanan ojek (sepeda motor taksi) berbasis aplikasi. Mobilitas penggunaan kendaraan sepeda motor yang tinggi turut meningkatkan resiko terjadinya kecelakaan lalu lintas. Adanya tuntutan para pengemudi ojek online dalam mengejar pendapatan dengan mengantar atau menjemput penumpang ke alamt yang berbeda setiap harinya menambah beban kerja seorang driver online. Tujuan penelitian ini untuk mengetahui tingkat kesadaran dan tingkat perilaku pengemudi ojek online yang melewati Jalan Sultan Agung dan Jalan ZA.Pagar Alam. Metode yang digunakan menggunakan skala likert dan skala guttman dilakukan dengan penyebaran kuesioner kepada 100 driver ojek online yang berada di lokasi penelitian lalu diolah dengan menggunakan aplikasi PSPP statistics dan microsoft excel.  Berdasarkan hasil penelitian yang didapatkan tingkat kesadaran driver ojek online sangat besar dengan hasil perhitungan sebesar 91% dan tingkat perilaku yang tergolong sangat tinggi dengan hasil 82%.Kata Kunci: Transportasi Online, Perilaku Pengendara, Pengemudi Ojek Online, Keselamatan
RANCANG BANGUN ALAT PEMECAH KACA, WATER MIST, DAN PINTU OTOMATIS SAAT TERJADI KEBAKARAN PADA BUS BERBASIS ARDUINO faalih, dhiya ulhaq
Journal of Infrastructural in Civil Engineering Vol 5, No 01 (2024): Volume 5, Issue 01, January 2024
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v5i01.3174

Abstract

Fire is a disaster caused by several factors including human factors, technical factors and natural factors. Bus fires often occur due to short circuits caused by fuel line leakage problems. Fires that occur on buses often claim lives, due to a lack of knowledge about the use of safety equipment that is facilitated on each bus. In the safety of bus travel, an APAR (light fire extinguisher) has also been provided, and a glass breaker hammer that can be used if there is a threat of fire hazard or other accidents on the bus. In addition, there is also an emergency door as an option for the evacuation process in the event of an accident. Not everyone can use the safety devices on the bus. Because there was panic which resulted in not having time to read directions or instructions during an evacuation in an urgent or emergency situation.Research and Development (R&D) is a method in which research is used to produce a particular product and test the effectiveness of the method. Research and Development aims to produce a design for a glass breaker, water mist and automatic door in the event of a fire on an Arduino-based bus and test the work of the tool.This research was made and tested by simulating a fire using a DHT 11 temperature sensor and a fire sensor as input. The tools in this study can break plain glass with a thickness of 2mm, 4mm, 5mm, 6mm. with a distance of 5cm. extinguish the fire using a hose sprayer, and open the door automatically if the fire sensor reads that there is a flame.
ANALISIS PENGARUH ABU SEKAM PADI (RICE HUSK ASH) SEBAGAI BAHAN TAMBAH TERHADAP UJI KUAT TEKAN BETON Purnama, Rian; Yakup, Vanita Kesuma Wati; Pratiwi, Dian
Journal of Infrastructural in Civil Engineering Vol 5, No 02 (2024): Volume 5, Issue 02, July 2024
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v5i02.4589

Abstract

Concrete serves as the primary building material within the construction industry. Essentially, it comprises a blend of cement, water, fine aggregate, and coarse aggregate, typically in the form of crushed stone or gravel. The compressive strength of concrete refers to the level of load that leads to the failure of a concrete test specimen under a specific compressive force applied using a Compression Testing Machine. Because of its elevated silica content, rice husk ash possesses the potential to enhance concrete quality. Utilizing rice husk ash is anticipated to enhance concrete's compressive strength while also diminishing reliance on costly cement components In this study, rice husk ash was incorporated as an extra component in the concrete mixture. Various percentages of rice husk ash were employed, including 0%, 20%, 40%, and 60%, each tested with five specimens. The conducted test focused on the compressive strength of concrete, performed after 28 days of concrete curing. The mean compressive strength of concrete at 28 days without any variation stands at 21,674 MPa. Introducing a 20% variation with rice husk ash yields an average compressive strength of 14,032 MPa, while a 40% variation results in 5.32 MPa, and a 60% variation results in 4.24 MPa. The peak average compressive strength occurs with a 20% variation, whereas the lowest average value is observed with a 60% variation. These findings indicate that the concrete's compressive strength falls short of the intended target, as incorporating more rice husk ash leads to a decline in concrete quality
PERHITUNGAN VOLUME GALIAN DAN TIMBUNAN PADA PEMBANGUNAN JALAN KLARIK-TELUK BUTON, DI KABUPATEN NATUNA, KEPULAUAN RIAU Pratama, Hastha Yuda
Journal of Infrastructural in Civil Engineering Vol 5, No 01 (2024): Volume 5, Issue 01, January 2024
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v5i01.3306

Abstract

Pekerjaan tanah seperti penggalian dan penimbunan merupakan pekerjaan tahap awal yangsangat penting sebelum dilaksanakannya suatu proyek pembangunan jalan dan jembatan.Proses pekerjaan tersebut dilakukan untuk mencapai elevasi dan kepadatan tanah yang sesuaidengan rencana. Volume galian dan volume timbunan pada proyek jalan dapat dihitungberdasarkan data pemetaan topografi (selisih antara elevasi asal tanah dan elevasi rencana).Kemudian, data volume galian dan timbunan tersebut dapat digunakan untuk mengetahuikebutuhan total volume tanah dalam pekerjaan. Penelitian ini bertujuan untuk menghitungvolume galian dan timbunan di sepanjang Jalan Klarik-Teluk Buton, Kabupaten Natuna,Kepulauan Riau. Metode yang digunakan untuk menghitung volume tanah galian dantimbunan di Jalan Klarik-Teluk Buton tersebut adalah metode composite volume, denganmenghitung perbedaan tinggi garis kontur permukaan tanah asli dan rencana menggunakansoftware AutoCAD Land Desktop 2009. Hasil perhitungan menunjukkan bahwa terdapatvolume galian sebanyak 40,112 m3 dan volume timbunan sebanyak 142,867 m3 pada areasepanjang Jalan Klarik-Teluk Buton. Berdasarkan hasil perhitungan yang diperoleh, makadiketahui bahwa dalam proses timbunan masih memiliki kekurangan volume tanah sebanyak102,755 m3 untuk Pembangunan Jalan Klarik-Teluk Buton tersebut.
ANALISIS PENGGUNAAN IRON SLAG SEBAGAI SUBSTITUSI AGREGAT HALUS TERHADAP KUAT TEKAN BETON Ar-Rasyid, Arfan; Yakup, Vanita Kesumawati; Pratiwi, Dian
Journal of Infrastructural in Civil Engineering Vol 5, No 02 (2024): Volume 5, Issue 02, July 2024
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v5i02.4590

Abstract

Concrete construction is commonly used in tall buildings, bridges and other infrastructure. Therefore, innovation is needed in concrete formulations to improve concrete quality and reduce the negative impact of industrial construction on the environment. Iron slag, which is a waste produced during the smelting process of iron smelting, is one source of industrial waste that is attractive for use as a substitute for making concrete. The use of iron slag can reduce the amount of industrial waste and can also improve the mechanical properties of concrete. This research will study the potential for using iron slag (iron slag) as a substitute for fine aggregate in concrete. By looking at previous research in this area, as well as by understanding the basic properties of iron slag (iron slag) and the idea of its compressive strength, this research will investigate the possibility of using iron slag (iron slag) as a substitute for fine aggregate in concrete. In this research, variations in the iron slag used in the concrete mixture could not affect the increase in the compressive strength of the concrete. The compressive strength value of concrete experienced an optimum increase when the iron slag varied by 20% with a value of 21.35 Mpa. The value of the 20% variation is the variation with the highest compressive strength value compared to the 40%, 60% iron slag variation. but a variation of 20% does not exceed the design compressive strength and the value is below the normal concrete design compressive strength value of 24.9 Mpa
STUDI PENGARUH POSISI BUKAAN DINDING BATA PADA PORTAL Medriosa, Hamdeni; Ridwan, Muhammad; AGUS, AGUS; Nofera, Wenda; Gustiani, Yusnita
Journal of Infrastructural in Civil Engineering Vol 5, No 01 (2024): Volume 5, Issue 01, January 2024
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v5i01.4014

Abstract

Walls with brick filling are one of the building elements that separate and form rooms. The wall with brick filler is assumed only to be a load on the frame structure and does not consider the existence of this wall as structural. However, walls also have openings, which are essential for infill walls for functional reasons such as doors, windows, air circulation, and other building operations. These wall openings make predicting reinforced concrete structures' behavior and seismic capacity challenging. Numerical modeling and simulations have been conducted using software to evaluate the lateral strength of wall structures with openings as wide as 35% and several types of openings. The analysis results show that the strength of reinforced concrete structures with openings of 35% for type 1 is 93.21 kN, type 2 is 81.77 kN, and type 3 is 89.71 kN. It can be concluded that infill walls that have openings of 35% still contribute to resisting lateral loads because they do not exceed the specified standard deviation, namely 20%.
Assessing the Environmental and Economic Benefits of Solar Energy Integration in Nigerian Construction. Unegbu, Hyginus Chidiebere Onyekachi; Yawas, Danjuma S.; B., Dan-asabe; A.A., Alabi
Journal of Infrastructural in Civil Engineering Vol 6, No 01 (2025): Volume 6, Issue 01, January 2025
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v6i01.4702

Abstract

This study investigates the environmental and economic benefits of integrating solar energy into the Nigerian construction sector, alongside the challenges and barriers hindering its adoption. Utilizing a mixed methods approach, the research combines quantitative data from surveys and qualitative insights from interviews and case studies. The findings demonstrate substantial reductions in greenhouse gas emissions and pollutants such as sulfur dioxide and nitrogen oxides, highlighting the positive impact of solar energy on air and water quality. Economically, the analysis reveals high Net Present Values (NPV) and Internal Rates of Return (IRR), indicating that solar energy investments are financially viable with significant long-term savings. However, the study identifies key challenges, including financial constraints, technological limitations, regulatory hurdles, and social and cultural barriers. Hierarchical Linear Modeling (HLM) provides a nuanced understanding of the multi-level factors influencing solar energy adoption, emphasizing the importance of individual awareness and organizational policy support. The study contributes to the existing literature on sustainable construction by providing empirical evidence and practical insights for policymakers and industry stakeholders. Recommendations include the development of supportive regulatory frameworks, financial incentives, public awareness campaigns, and community engagement strategies to overcome the identified barriers. Despite its limitations, this study underscores the critical role of solar energy in promoting environmental sustainability and economic development in Nigeria, calling for coordinated efforts to accelerate the transition to renewable energy solutions.
Analisis Stabilitas Tanah Menggunakan Abu Ampas Tebu dan Bio-Enzim Rahmadhani, Dian; Nofrianto, Hendri; Muchlian, Meli; Haryati, Novy; Roza, Angelalia
Journal of Infrastructural in Civil Engineering Vol 6, No 01 (2025): Volume 6, Issue 01, January 2025
Publisher : Universitas Teknokrat Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33365/jice.v6i01.5065

Abstract

TTanah merupakan salah satu material alam yang penting dalam dunia konstruksi. Tanah yang baik adalah tanah yang dapat menahan beban di atasnya tanpa menyebabkan penurunan tanah. Penelitian ini bertujuan untuk menganalisis stabilitas tanah berdasarkan nilai daya dukung tanah dengan pencampuran abu ampas tebu dan molase. Metode penelitian ini bersifat eksperimental di laboratorium dan mengacu pada standar pengujian mekanika tanah yang berfokus pada nilai CBR (California Bearing Ratio). Variasi campuran molase yang digunakan adalah 5%, 10%, dan 15% serta abu ampas tebu sebesar 6%, 12%, dan 18%. Sampel tanah berasal dari daerah Lubuk Minturun dan Bukit Gado-gado Kota Padang. Hasil penelitian menyatakan bahwa nilai CBR sampel tanah Lubuk Minturun dan Bukit Gado-Gado mengalami kenaikan menjadi 10,68% dan 9,34% dengan variasi campuran 5% molase + 6% abu ampas tebu dari sebelumnya nilai CBR tanah asli sebesar 9,69% dan 8,87%. Berdasarkan SNI 1744, kisaran nilai CBR 7-20 dikategorikan sebagai tanah yang mempunyai nilai daya dukung tanah sedang.

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