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
98 Documents
<![CDATA[Penilaian Green Building pada Gedung Laboratorium Terpadu II Institut Teknologi Kalimantan ]]>
<![CDATA[Choirunisa, Yulia]]>;
<![CDATA[Sari, Oryza Lhara]]>;
<![CDATA[Anindyta, Imma Sofi]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.874
<![CDATA[Efforts are essential to reduce emissions and environmental damage from construction activities, such as applying green concepts throughout the construction process. Institut Teknologi Kalimantan (ITK) is a sustainable development initiative in East Borneo that adopts these green concepts. Specifically, the Gedung Laboratorium Terpadu II at ITK was planned as a green building but hadn't undergone an assessment. This study assessed the building using the Greenship New Building Version 1.2 tool, revealing that it scored 25 points (24.75%), falling short of green building status. Recommendations for improvement included increasing vegetation, implementing energy and water efficiency measures, sourcing alternative water supplies, enhancing lighting systems, and improving waste treatment. These changes could elevate the building's green status to gold, with a 59.41% score.]]>
<![CDATA[Analisis Peningkatan Integrasi Antarmoda di Stasiun Tawang Semarang ]]>
<![CDATA[Yudhi, Muhammad Rizqi Putra]]>;
<![CDATA[Anindita, Reza Yoga]]>;
<![CDATA[Putro, Hanendyo]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 7 No 1 (2026): Agustus 2026 (Articles in Press) ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v7i1.876
<![CDATA[Aktivitas Kota Semarang sebagai pusat kegiatan ekonomi, industri, jasa, dan pendidikan serta mengalami peningkatan signifikan dalam hal transportasi. Penggunaan transportasi masyarakat Kota Semarang sebanyak 58% masih menggunakan kendaraan bermotor roda dua dalam beraktivitas sehari-hari, untuk penggunakan kendaraan mobil juga sebanyak 22% dari seluruh total Masyarakat Kota Semarang. Sedangkan hanya terdapat 20% masyarakat yang masih menggunakan angkutan umum dalam mobilitas sehari-hari. Stasiun Tawang Semarang dapat menjadi salah satu upaya yang dapat meningkatkan penggunaan angkutan umum yang dilakukan dengan cara melakukan integrasi pemberhentian angkutan umum di area kawasan stasiun. Tujuan penelitian ini untuk mengetahui kinerja fasilitas integrasi antarmoda dan menentukan rekomendasi peningkatan fasilitas dari integrasi antarmoda di Stasiun Tawang Semarang. Penelitian ini menggunakan metode modal interaction matrix dan developing acces priority. Data penelitian diperoleh dari penyebaran kuisioner pada penumpang kereta Stasiun Tawang Semarang. Hasil dari penelitian menunjukan bahwa kinerja Stasiun Tawang Semarang berdasarkan metode modal interaction matrix dengan hasil -185 atau dapat dikatakan masih buruk. Menurut metode developing acces priotirty beberapa fasilitas yang dianggap penting menurut penumpang stasiun diantaranya yaitu fasilitas pejalan kaki, fasilitas penunjang moda dan informasi moda. Maka dari itu diperlukan rekomendasi berupa peningkatan fasilitas moda seperti peningkatan fasilitas pejalan kaki, fasilitas parkir kendaraan pribadi dan fasilitas pangkalan atau halte moda angkutan umum. Selain itu dilakukan relokasi fasilitas moda dan juga penambahan informasi moda.]]>
<![CDATA[Perencanaan Struktur Pemecah Gelombang dengan Sisi Miring pada Kawasan Pesisir ULPLTU Sumbawa ]]>
<![CDATA[Wardani, Syahri]]>;
<![CDATA[Mawardin, Adi]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 7 No 1 (2026): Agustus 2026 (Articles in Press) ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v7i1.895
<![CDATA[The coastal area of ULPLTU Sumbawa, located in Labuhan Kertasari, Taliwang District, West Sumbawa Regency, is affected by coastal erosion caused by shoreline retreat and wave action. Therefore, the objective of this research is to design a breakwater structure with inclined sides to mitigate the height of incoming waves. In this study, the data used includes primary data through direct field observations, while secondary data consists of wind data, tidal data, topographic data, and bathymetric data. Data processing methods involve wind data analysis, fetch, wave characteristics, bathymetry, and topography. After analyzing all the data, the breakwater structure was planned. The resulting design comprises a mound-type breakwater made of tetrapods and natural stones. It has a slope of 1:1.5 (33.7°), a crest width of 3.7 m, a crest elevation of 3.86 m, a structure height of 5 m, with the main armor layer unit weight W=4,079 kg, the second armor layer weight W/10=544.8 kg, and the core armor layer weight W/200=27 kg. Based on the results of the planning of the breakwater structure, it has been recommended to use local materials to reduce costs and support the local economy by ensuring the quality of materials according to standards. This solution is not only cost-efficient but also environmentally friendly, contributes to environmental conservation, and provides significant economic benefits to the surrounding community.]]>
<![CDATA[Perilaku Nilai Kuat Tekan Bebas pada Tanah Ekspansif Kabupaten Tangerang ]]>
<![CDATA[Maha Agung, Putera Agung]]>;
<![CDATA[Nurfitria, Aida]]>;
<![CDATA[Adinegara, Aldo Wirastana]]>;
<![CDATA[Salim, Zaindra Fakhri]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 7 No 1 (2026): Agustus 2026 (Articles in Press) ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v7i1.961
<![CDATA[Expansive soil is a type of soil that often causes problems in construction due to its ability to swell and shrink due to fluctuations in moisture content. This study evaluates the behavior of an expansive soil sample from Kranggan Road, Cisauk Subdistrict, Tangerang Regency, using the laboratory unconfined compressive strength (UCT), including its physical properties. The unconfined compressive strength testing is needed to determine (qu) values of expansive soils. Road damage due to the expansive soil would cause some cracks and/ or pavement surface damage in a short time. The research aims to find the deformation behavior based on the plasticity index (PI) and (qu) value using PLAXIS 2D. The results show that the expansive soil could be classified as montmorillonite inorganic clay with a high value of plasticity index (PI) of 35.30%. Unconfined compression value was 3.53 kg/cm2 and 2.89 kg/cm2 in compacted and remoulded conditions, respectively. Magnitude of deformation during the rainy season indicated that a heave deformation of 0.14 mm and the settlement reached 0.47 mm with an SF value of 1.10. The maximum of a heave deformation value was 0.14 mm and 0.30 mm for settlement with a safety factor (SF) value of 1.30 during the dry season.]]>
<![CDATA[Analisis Parkir Perumda Pasar Pakuan Jaya ]]>
<![CDATA[Rifaldi, Reza]]>;
<![CDATA[Rulhendri]]>;
<![CDATA[Chayati, Nurul]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.968
<![CDATA[The research aims to manage parking facilities so that there are no more vehicles parking in the area outside the Pakuan Jaya Market Perumda market; therefore, vehicles that park in the area outside the Pakuan Jaya Market Perumda market parking facility are placed in the Pakuan Jaya Market Perumda parking facility area so as not to reduce the road capacity. In this study, using the SRP method of characteristics (Volume, Accumulation, Duration, Turnover, Index), the performance management of paid parking is examined. Data collection was carried out by the survey method, with a time of 12 hours and running for sixteen days, with the data taken being the data of vehicle entry and exit hours to determine the characteristics of parking. The results of this study comprise the calculation of characteristics, including the maximum parking cumulation of 199 vehicles, which occurred on Friday, 12 April 2024 with a vehicle volume of 176 vehicles, and the maximum parking duration for At noon on the peak day, Thursday 4 April 2024, for sixteen days, the highest turnover of motorcycle parking at Perumda Pasar Pakuan Jaya Bogor City was observed at 30.03%. The maximum parking index reached 33.96%, indicating that the parking performance was relatively poor. However, the motorcycle parking capacity at Perumda Pasar Pakuan Jaya Kota Bogor was sufficient to meet the existing parking demand due to the capacity of the existing parking spaces. This was indicated by the parking index, which is less than 100%.]]>
<![CDATA[Pengaruh Perbandingan Kapur dan Abu Ampas Tebu sebagai Perbaikan Tanah Lempung ]]>
<![CDATA[Nurmawati, Yustika Dwi]]>;
<![CDATA[Sandi, Dora Melati Nurita]]>;
<![CDATA[Hutasoit, Eva Olivia]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 7 No 1 (2026): Agustus 2026 (Articles in Press) ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v7i1.972
<![CDATA[Tanah lempung bila dalam keadaan kering akan bersifat keras, dan jika basah akan bersifat lunak plastis, dan kohesif, mengembang dan menyusut dengan cepat. Tanah pada Desa Tapanrejo, Kecamatan Muncar, Kabupaten Banyuwangi dibuktikan munculnya fenomena ekspansif yang menyebabkan kerusakan konstruksi diatasnya berupa keretakan pada dinding rumah dan elevasi tanah yang tidak merata. Pada penelitian ini akan dilakukan penambahan bahan stabilisasi tanah lempung dengan menambahkan campuran kapur dan abu ampas tebu menggunakan pengujian dengan metode uji kuat tekan bebas atau UCT (Unconfined Compression Test) dimana metode pengujian ini akan langsung menghasilkan tekanan yang langsung memberikan pendekatan terhadap daya dukung kualitas tanah. Pengujian ini bertujuan untuk mengetahui pengaruh campuran kapur dan abu ampas tebu terhadap kuat tekan bebas tanah sebagai salah satu alternatif perbaikan tanah dengan dibuat variasi campuran kapur sebesar 10%, 12 %, dan 14% untuk abu ampas tebu sebesar 10%, 12 %, dan 14%. Berdasarkan hasil pengujian kuat tekan bebas dimana pada variasi campuran kapur dengan presentase 10% menghasilkan nilai kuat tekan tertinggi dari semua variasi dan bisa dikatakan bahwa pada campuran kapur 10% dapat meningkatkan nilai daya dukung tanah dimana pada pencampuran tanah dan kapur dengan presentase 10% mendapatkan nilai qu sebesar 106,99 kN/ (kPa). Pada pencampuran tanah asli dan abu ampas tebu 10 % diperoleh nilai tertinggi dengan hasil nilai qu sebesar 77,07 kN/ (kPa). Dan pada pencampuran tanah asli + kapur + abu ampas tebu nilai tertinggi yaitu pada variasi 10% sebesar 78.58 kN/ (kPa).]]>
<![CDATA[Evaluasi dan Re-Mapping APAR di Lingkungan Gedung Perkantoran PLN UID Jawa Timur ]]>
<![CDATA[Prastya, Deny Nurcahyo Hari]]>;
<![CDATA[Martiana, Tri]]>;
<![CDATA[Parlan]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.976
<![CDATA[This research aims to evaluate and re-map the Portable Fire Extinguishers (PFE) in the office buildings of PLN UID East Java. The method employed is a descriptive observational approach, gathering primary data through direct observation and structured interviews, supplemented by secondary data from document reviews. The findings reveal a gap between fire safety standards and actual conditions, such as improper PFE placement, unclear expiration dates, and an uneven distribution of PFE across buildings. Risk analysis identifies hazards from these issues, including delayed fire response and potential failure of PFE during emergencies. Calculating PFE needs based on Permenakertrans Regulation No. 04/MEN/1980 and NFPA-10 edition 2022 generates recommendations for redistributing PFE. Based on these calculations, three buildings (C, F, I) are found to have an excess of 13 PFE, while four buildings (A, B, D, E) are short by 9 PFE. The recommendation suggests transferring 11 PFE from Building F: 4 PFE to Building A, 3 PFE to Building B, and 2 PFE each to Buildings D and E. This redistribution ensures the correct number of PFE in each building, enhancing fire safety management in PLN UID Jawa Timur office buildings. This action aims to align the PFE distribution with safety requirements.]]>
<![CDATA[Analisis Kebisingan dengan Menggunakan Peta Kebisingan serta Rekomendasi Program NIHL (Noise Induced Hearing Loss) di PT. Wijaya Karya Beton, Tbk. PPB Pasuruan ]]>
<![CDATA[Shalina, Nia Vita]]>;
<![CDATA[Tualeka, Abdul Rohim]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.989
<![CDATA[Noise is one of the environmental issues that frequently occurs in the workplace, particularly in the manufacturing industry. Excessive and prolonged exposure to noise can cause health problems for workers, such as Noise-Induced Hearing Loss (NIHL). PT. Wijaya Karya Beton, Tbk. PPB Pasuruan, in its production process, uses various machines and equipment that can produce quite high noise levels. To overcome the noise problem at PT. Wijaya Karya Beton, Tbk. PPB Pasuruan, it is necessary to create a noise description using a noise map, so that monitoring can be carried out. In addition, implementing the NIHL (Noise-Induced Hearing Loss) program is needed to prevent and reduce the risk of hearing loss in workers. This study aims to describe noise using a noise map and provide recommendations for noise control efforts in the form of Noise-Induced Hearing Loss (NIHL). The method used is descriptive observational, with primary data from direct observation and secondary data from noise measurements conducted by PT. Envilab Indonesia. The results of the study showed that noise levels in several production areas exceeded the permitted threshold, with the highest noise intensity reaching 89.7 dBA. Recommendations include the use of ear protection, regular noise monitoring, and worker education on noise hazards. Implementation of the NIHL program is expected to reduce the risk of hearing loss and improve occupational health and safety.]]>
<![CDATA[Analisis Daya Serap Air Paving Block Dengan Polyethylene Terephthlate Sebagai Pengganti Semen ]]>
<![CDATA[Al Hidayat, Fauzi]]>;
<![CDATA[Indriani, Andi Marini]]>;
<![CDATA[Utomo, Gunaedy]]>;
<![CDATA[Harami, Fachruddin]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.1004
<![CDATA[Plastic waste is one of the main challenges faced by Indonesian society. Plastic drinking bottles are one of the largest sources of waste, and it is estimated that the total amount of plastic waste worldwide will reach 12,000 million tons by 2050. So there needs to be an effort to recycle the plastic. In this study, PET plastic was used as a substitute for cement in paving blocks. The purpose of this research is to evaluate whether paving blocks using a mixture of PET plastic and sand can meet the requirements of water absorption according to SNI 03-0691-1996 standard. The comparison between PET plastic and sand is 10%: 90%, 20% : 80%, 30% : 70%, 40% : 60%, 50% : 50%, with temperatures of 240°C, 260°C, 280°C. The absorption of paving blocks by utilizing Polyethylene Terephtalate (PET) plastic as a substitute for cement decreased as the PET plastic increased. The lowest absorption was found in the 30% variation at 280°C with a value of 0.18%. The 10% plastic variation at each different temperature obtained more than 10% absorption, where the results did not meet the quality of SNI 03-0691 (1996). While the addition of 20%, 30%, 40% and 50% plastic obtained a value below 1% which means it meets the quality of A in SNI 03-0691 (1996).]]>
<![CDATA[Pengaruh Penambahan Fly Ash Terhadap Nilai Koefisien Permeabilitas Tanah Lempung Organik ]]>
<![CDATA[Fauzi, Muhammad Muis]]>;
<![CDATA[Indriani, Andi Marini]]>;
<![CDATA[Utomo, Gunaedy]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.1005
<![CDATA[The role of soil is very crucial and is always closely related to infrastructure development. This is because soil functions as the basis for building construction, serving to receive and support the structural loads placed on it. In high rainfall weather conditions, the surface of the slope is susceptible to landslides. Landslides occur due to excessive water infiltration, causing the soil to become weak and collapse. To prevent landslides, efforts need to be made to reduce soil infiltration or permeability. The purpose of this study was to determine the characteristics of the addition of Fly Ash to the permeability of organic clay soil and to determine the optimum composition of the addition of Fly Ash to reduce the permeability coefficient value. The addition of variations in the percentage of Fly Ash was 8%, 16%, and 24% with a curing period of 3 days, 14 days, and 28 days. The test results obtained with the addition of 24% Fly Ash resulted in a decrease in the permeability coefficient value of 84.08% against untreated soil. It can be concluded that the use of Fly Ash can be used as a soil stabilization material, especially in permeability testing.]]>
