Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT)
Ruang lingkup Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT) adalah : 1. Struktur mencakup penerapan mekanika teknik seperti pada penerapan struktur beton, baja, kayu, dan komposit. Termasuk penerapan dalam rekayasa gempa suatu bangunan gedung dan jembatan. 2. Manajemen Konstruksi. Bidang manajemen konstruksi mencakup dalam penerapan optimalisasi estimasi biaya, penjadwalan proyek, manajemen proyek, analisa dokumen tender/lelang, penentuan kelayakan ekonomi suatu proyek, semua hal yang berkaitan dengan hukum dan perizinan bangunan hingga pengorganisasian pekerjaan di lapangan sehingga diharapkan bangunan tersebut selesai tepat waktu. 3. Material Maju. Bidang material maju merupakan suatu terapan inovasi untuk mencari material konstruksi bahan bangunan yang memiliki keterbaruan baik dari segi keawetan, keringanan, kekuatan/mutu, dan keekonomisan yang mampu diterapkan di dalam suatu konstruksi bangunan sipil. 4. Hidroteknik dan Sumber Daya Air. Bidang hidroteknik dan sumber daya air mencakup bidang teknik sipil keairan seperti penerapan hidrologi dalam memprediksi perubahan iklim dan cuaca, menganalisa aliran permukaan dan air bawah tanah serta menganalisa besaran muatan sedimen dan hidrograf banjirnya serta permasalahan-permasalahannya. Untuk penerapan hidrolika dalam menganalisa bangunan keairan seperti perencanaan bangunan waduk, embung, kolam retensi, bendung, bendungan, saluran drainase, bangunan dan saluran irigasi, bangunan pelindung sungai, normalisasi sungai. Sedangkan bidang sumber daya air mencakup penerapan optimalisasi dan manajemen sumber daya air untuk diterapkan di pertanian, perkebunan dan kehutanan, serta dalam menganalisa konservasi air dan tanah serta bangunan konservasinya. 5. Bidang geoteknik ini mencakup struktur dan sifat berbagai macam tanah dan batuan dalam menopang suatu bangunan yang akan berdiri di atasnya. Cakupannya dapat berupa investigasi lapangan yang merupakan penyelidikan keadaan-keadaan tanah suatu daerah, penyelidikan laboratorium serta perencanaan konstruksi tanah dan batuan, seperti: timbunan (embankment), galian (excavation), terowongan tanah lunak (soft soil tunnel), terowongan batuan (rock/mountain tunnel), bendungan tanah/batuan (earth dam, rock fill dam), dan lain-lain. 6. Bidang transportasi mencakup sistem transportasi dalam perencanaan dan pelaksanaannya. Cakupan bidang ini antara lain konstruksi dan pengaturan jalan raya, jalan rel, konstruksi bandar udara, terminal, stasiun, pelabuhan dan manajemennya. 7. Teknik Lingkungan. Bidang teknik lingkungan mencakup permasalahan-permasalahan dan isu lingkungan. Cakupan bidang ini antara lain penyediaan sarana dan prasarana air bersih, pengelolaan limbah dan air kotor, pencemaran sungai, pencemaran air tanah, polusi suara dan udara hingga teknik penyehatan serta kualitas air. 8. Pemetaan / Geomatika/ Penginderaan Jauh. Bidang ini mencakup penerapan suatu pemetaan hasil ukur tanah terhadap pemecahan suatu permasalahan kondisi geografis muka bumi baik itu melalui citra satelit, dan penginderaan jauh. Salah satunya dengan penerapan analisa Sistem Informasi Geografis dan perangkat aplikasi lainnya. 9. Rekayasa Teknologi Infrastruktur. Bidang ini merupakan penerapan keilmuan ketekniksipilan dalam merancangbangun infrastruktur dan penerapan teknologi infrastruktur dalam suatu pembangunan yang berkesinambungan yang berwawasan lingkungan.
Articles
88 Documents
<![CDATA[Studi Perencanaan Fasilitas Integrasi Moda Pada Terminal Baranangsiang Kota Bogor ]]>
<![CDATA[Amalia Fajar, Risma]]>;
<![CDATA[Murtedjo, Tedy]]>;
<![CDATA[Rulhendri]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 1 (2024): Agustus 2024 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v5i1.608
<![CDATA[Transportation mode shift is a node that connects various public transportation into a network. If switching between these modes of transportation can be designed to be easier, faster, and more convenient, then the integration and flexibility of the network as a whole will increase. This study aims to evaluate, analyze and then plan the needs of modal integration facilities based on SPM. identify the condition of existing modal integration facilities at the current terminal, analyze the level of willingness, satisfaction and interest according to the perceptions of transport passengers towards the existing modal integration facilities at Baranangsiang Terminal, and obtain values from respondents on modal integration facilities that are needed or have not been fulfilled at Baranangsiang Terminal Bogor city. This study uses a descriptive method with a quantitative approach. The results of this study are that the Bogor City Baranangsiang Terminal from January to June 2023 has reached 13,490 passengers, which on average reaches 2,248 people per day. Based on the aspect of satisfaction seen from the willingness of respondents to fill out the questionnaire, it was found that the lowest level of satisfaction was pedestrian facilities, lighting, trash cans, the presence of bicycle lanes, disability lanes and signs in the terminal. This aspect of interest is considered very important for terminal users.]]>
<![CDATA[Inovasi Beton Ramah Lingkungan Dengan Pemanfaatan Limbah Kaca dan Plastik PET ]]>
<![CDATA[Ramadhan, Deni]]>;
<![CDATA[Wahyudi, Ismail]]>;
<![CDATA[Afiah, Alfiana]]>;
<![CDATA[Arcana, Gusti Putu Febri]]>;
<![CDATA[Rizky, Muhammad]]>;
<![CDATA[Istanto, Kelik]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 1 (2024): Agustus 2024 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v5i1.675
<![CDATA[Nowadays, the use items made from glass and plastic has increased, causing accumulation. One of them is Bakung landfill in Bandar Lampung which accommodates 1,000 tons per day. Accumulating glass and plastic waste has caused various environmental problems. This research was carried out as form of technological innovation and effort to preserve environment due to this waste. The research purpose is finding environmentally friendly concrete formula by substituting glass waste and PET plastic but have characteristics that comply with SNI standards. Each material that makes up the concrete is tested for its characteristics so that normal concrete mix design can be carried out. Glass waste and PET plastic are substituted at 10%, 15%, and 25% into coarse and fine aggregate formulations in normal concrete formula, thereby creating variations in test specimen. The concrete sample has made in cube with dimensions of 15 x 15 x 15 cm. Concrete compressive strength tests were carried out at 7, 14, 21 and 28 days. Compressive results strength test showed that variations in substitute materials in concrete have effect on resulting compressive strength. Concrete test results with 10% and 15% substitution have compressive strength values that was close to each other and higher than 25% substitution. Even though the two compositions have close compressive strength values, they have different standard deviations. The standard deviation values for 10% and 15% substitution have 35.9913 and 23.1299. So, concrete with 15% substitution composition was the most optimal composition because it showed most dominant advantage among others.]]>
<![CDATA[Daur Ulang Limbah Plastik Polyethylene Terephthalate (PET) dan Abu Terbang (Fly Ash) Menjadi Paving Block ]]>
<![CDATA[Lestari Riyandini, Vina]]>;
<![CDATA[Sawir, Hendri]]>;
<![CDATA[Ilham, Syukri]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 1 (2024): Agustus 2024 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v5i1.754
<![CDATA[Plastic waste that was disposed of carelessly into the environment causes side effects, namely for groundwater, and was difficult for the soil to decompose, even for hundreds of years. Meanwhile, fly ash has the potential to pollute rivers and seas which were the center of life for coastal communities. Therefore efforts were made to utilize this waste, one of which was in the manufacture of paving blocks. Paving block was a means of transportation that was commonly used in road pavements. This study aims to utilize PET and fly ash plastic waste and determine whether the resulting paving blocks meet standards. This study used a simple method, namely heating PET plastic using a paint-fired gas stove mixing fly ash, and then molding it with the composition of each material, namely 0,5 kg (plastic): 1,5 kg (fly ash), 1 kg (plastic): 1 kg (fly ash), and 1,5 kg (plastic): 0,5 kg (fly ash). The resulting paving blocks were tested for quality according to SNI 03-0691-1996 standards. Based on the research results, the best paving block was obtained with a mixture composition of 1 kg (plastic): 1 kg (fly ash) which has a compressive strength value that almost meets the standard, which was 8.30 MPa and a water absorption capacity of 15.20 %.]]>
<![CDATA[Distribusi Kebutuhan Air Bersih Untuk Pasien COVID-19 Melalui Simulasi Epanet di RSUD Genteng Banyuwangi ]]>
<![CDATA[Wahyudin, Iqbal]]>;
<![CDATA[Erwanto, Zulis]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 2 (2024): Desember 2024 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v5i2.811
<![CDATA[Regional general hospital of genteng is a public health service, due to the increase in Covid-19 patients in 2020, the function of Class 1 and Isolation Building was carried out. The capacity of the two buildings is 92 people, it is necessary to ensure that water distribution is met. This study aims to simulate the distribution of clean water in Class 1 and Isolation Building of Genteng Hospital using Epanet 2.0. Determination of the number of users of Class 1 and Isolation Building using Least Square and Geometric projection methods for 9 months. Then a water distribution simulation was carried out using the Epanet 2.0 program. Simulation of 100% service water distribution resulted in a discharge requirement of 0.347 l/s in Class 1 Building with 3/4“ pipe diameter, with an average velocity of 0.55 m/s, an average headloss unit of 32.52 m/km. Simulation of water distribution for the 100% service isolation building requires a discharge of 0.406 l/s with an average velocity of 0.50 m/s, an average headloss unit of 24.84 m/km. Adding 90 users, then the service becomes 125% adding 1 bathroom unit on the 2nd floor, it takes a water discharge of 0.623 l/s, with an average velocity of 0.73 m/s, an average headloss unit of 51.02 m/km.]]>
<![CDATA[Studi Rencana Penentuan Titik Pemberhentian Angkutan Umum Massal Berbasis Jalan di Kabupaten Bogor pada Koridor 5 ]]>
<![CDATA[Qoimah, Nur]]>;
<![CDATA[Rulhendri, Rulhendri]]>;
<![CDATA[Murtedjo, Tedy]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 2 (2024): Desember 2024 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v5i2.830
<![CDATA[The Bogor District Government plans to use Bus Rapid Transit as one of the modes of mass transportation which is expected to increase the attractiveness of public transportation so as to reduce the use of private vehicles as an effort to reduce the level of traffic congestion. Determining the location and number of bus stops has an important role in the use of mass public transportation. The purpose of this study is to get the number and location of bus stops that can meet the potential demand, as well as the number of fleets needed for the operation of Mass Public Transport. The method used in this research is the Department of Land Transportation equation analysis. In this study, the determination of the location and number of bus stops along the mass transit route corridor 5 Bogor Regency was carried out by identifying the location that caused the greatest generation and met the criteria for the location of bus stops. The selected location is then carried out a screening analysis which aims to get the number and location of bus stops that can meet the potential demand and can analyze the potential demand from each stopping point. The results of this analysis conclude that there are 17 selected stop locations along the route with an average potential demand of 1983.80 trips/hrs, and the number of fleets required is 10 units of vehicles.]]>
<![CDATA[Simulation Model for Rainfall Intensity to Landslide Susceptibility ]]>
<![CDATA[Lutfi, Nurul Adibah]]>;
<![CDATA[Ahmad, Mustaffa Anjang]]>;
<![CDATA[Maha Agung, Putera Agung]]>;
<![CDATA[Sedayu, Agung]]>;
<![CDATA[Abdullah, Nazirah Muhamad]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 2 (2024): Desember 2024 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v5i2.843
<![CDATA[Landslides are one of the most hazardous natural disasters because their occurrences are often destructive to natural and artificial structures on earth and reduce, the quality of the surrounding environment. Predicting the susceptibility of an area to landslides is essential for reducing losses in terms of property, human lives, and environmental damages. Kota Wisata Batu (KWB) is one of areas which having a highest landslide potential in East Java, Indonesia, recording data mentioned that there are 109 landslides in 2022 caused by highest rainfall intensity of 502 mm with a number of intensities of 2977mm per year. Study purposed to identify the factors contributing to landslide occurrences using a geodetic measurement method. The study uses geographic information system (GIS) and PRISMA software analyses to examine and/ or evaluate the relationship between rainfall intensity and landslide susceptibility. The study results the generation of rainfall patterns and maps highlighting sensitivity areas to landslides. These visual representations the classification area as a high-risk and susceptibility zone to landslides at Kota Wisata Batu, East Java. January to April, and August to November should have pay attention since these months is reflection of monsoonal climate with the hard rain in a few days without the raining pause. Some places which are required to pay attention, such as: Gunungsari, Tulungrejo, and Songgokerto.]]>
<![CDATA[Penerapan Building Information Modeling (BIM) Pada Bangunan Gedung Bertingkat Menggunakan Tekla Structures ]]>
<![CDATA[Aditya, Wawan]]>;
<![CDATA[Purwandito, Meilandy]]>;
<![CDATA[Fauzia, Arisna]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 2 (2024): Desember 2024 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v5i2.853
<![CDATA[Building Information Modeling (BIM) is a digital representation that has transformed the way the construction industry operates through the digitalization and digital data management. This advancement digitalization is also supported by the Ministry of Public Works and Housing (PUPR) through Ministerial Regulation number 22/PRT/M/2018, which mandates the use of BIM methods in the construction of state buildings with more than two floors. The BIM Implementation Policy in PUPR infrastructure development, published by the Research and Development Center for Policy and Technology Application in 2019. The success of construction projects is determined by the accuracy of quality, time, and cost, both in the planning and construction stages. The research object is the multi-story lecture building of the Faculty of Economics at Universitas Samudra. The study was conducted by modeling the building structure using Tekla Structures, then comparing the Bill of Quantity (BOQ) generated by the BIM concept with the BOQ calculated manually. Data were obtained from the planning documents Detail Engineering Design (DED) and BOQ by the Planning Consultant, referring to the SNI 2847:2019 standard Requirements for Structural Concrete for Buildings. The research results show that the comparison of BOQ work using the BIM method on structural components produced a concrete volume of 432.20 m³ (97.26%), a deformed bar weight of 44,138.38 kg (90.49%), and a plain bar weight of 37,023.87 kg (97.09%) of the planned calculation. The differences obtained are due to the different calculation methods in BIM, manual calculation errors (human error), and rebar detailing calculations using general equations.]]>
<![CDATA[Analisis Pemanenan Air Hujan Dengan Memanfaatkan Atap Dalam Memenuhi Kebutuhan Air Bersih ]]>
<![CDATA[Ukmin Raru, Suparman Ajis]]>;
<![CDATA[Mawardin, Adi]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 2 (2024): Desember 2024 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v5i2.858
<![CDATA[The need for water is increasing due to the increasing human population while water sources. This can result in a lack of clean water for humans themselves. Optimizing the use of water and water catchment areas needs to be done to preserve water. Location in the settlement area of Padak Hamlet, Labuan Sumbawa Village, Sumbawa Subdistrict, Sumbawa Regency. The area is located in a coastal area which has a very high probability of soil quality so that sea water is very easy to enter until the well water tastes salty. The use of PDAM water also experiences water difficulties in terms of flowing because there are several places where the elevation tends to be higher so that PDAM water is very difficult to push, so the community decided not to use PDAM water since the last seven years, so by collecting rainwater it is expected to meet the needs of clean water. The purpose of the research is to find out how much rainwater harvesting potential through roof media and find out how much water needs for household scale with random sampling method and calculate the roof area, as well as the average of rainfall from 2914-2023. It resulted in a total roof area of 3118,365 m2 with an average rainfall of 12,900 mm/year. The average rainfall with a 99% chance of occurring was 15.99 mm/month, the average water availability was 235.824 m3/month, with an average water demand of 125 m3/month.]]>
<![CDATA[Analisis Pengendalian Mutu Beton Ready Mix Pada Pekerjaan Pile Cap Menggunakan Statistical Quality Methods Control ]]>
<![CDATA[Setiawan, Eky Yudha]]>;
<![CDATA[Nanda, Mahdika Putra]]>;
<![CDATA[Abdulgani, Hamdani]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 1 (2025): Agustus 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i1.942
<![CDATA[Penelitian ini menganalisis penerapan Statistical Quality Methods Control (SQMC) dalam pengendalian mutu beton ready mix pada pekerjaan pile cap. Tujuan penelitian ini adalah untuk menganalisis kesesuaian mutu beton dari komponen struktur yang digunakan dengan yang direncanakan serta menganalisis faktor-faktor yang mungkin menyebabkan mutu beton sesuai atau tidak dengan rencana. Metode penelitian yaitu dengan pendekatan kuantitatif dengan desain eksperimental. Studi ini akan dilakukan pada proyek Pembangunan Gedung Tower 3 Asrama Haji Indramayu yang menggunakan beton ready mix untuk pekerjaan pile cap. Hasil penelitian menunjukkan bahwa nilai rata-rata slump beton adalah 11,10 cm, yang masih dalam batas spesifikasi 7,5-15 cm untuk pekerjaan plat, kolom, dan balok. Analisis kuat tekan beton pada umur 14 hari menunjukkan semua sampel memenuhi kriteria Oke dengan persentase kekuatan berkisar antara 91,894% hingga 98,276% dari kuat tekan rencana. Peta kendali X dan R untuk hasil uji kuat tekan 14 hari menunjukkan bahwa semua data berada dalam batas kendali, mengindikasikan proses pengecoran yang terkendali dengan baik. Pemilihan pengujian pada umur 14 hari memberikan gambaran yang lebih akurat tentang kekuatan akhir beton, memungkinkan pengambilan keputusan yang lebih baik. Nilai standar deviasi dari hasil kuat lentur yang dikonversi menjadi kuat tekan adalah 0,906, mengindikasikan mutu pelaksanaan yang sangat baik untuk volume pekerjaan >3000 m3. Koefisien variasi sebesar 2,56% menunjukkan kategori pelaksanaan Terbaik. Metode SQMC efektif digunakan untuk pengendalian mutu beton siap pakai yang digunakan pada pekerjaan pile cap, dibuktikan dengan hasil pengujian yang konsisten berada dalam batas kendali.]]>
