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[Analisis Building Information Modelling (BIM) 5D Pada Pekerjaan Struktur Beton Bertulang Bangunan Kantor Kebun Muara Lawa ]]>
<![CDATA[Setiawan, Ikbal]]>;
<![CDATA[Hendriyani, Irna]]>;
<![CDATA[Pratiwi, Reno]]>
<![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.v6i2.1006
<![CDATA[In this modern era, the construction industry has undergone a significant transformation with the adoption of digital technology. One of the innovations in the construction industry today is Building Information Modeling, or BIM, as a tool to manage projects efficiently and become part of the digital industrial sector. Accuracy in construction cost estimation is very important to get an efficient value in planning. Currently, cost budget calculations on development projects still often use conventional methods that produce greater value. Therefore, this research uses the concept of BIM dimension 5D which aims to analyze the volume and cost estimates and analyze the difference in volume and cost using the BIM dimension 5D method and conventional methods on the construction of the Muara Lawa West Kutai Garden Office Development structure. The results of the research on the structural work of the Muara Lawa Kutai Barat Office Garden Development using the 5D concept produced a steel volume of 1102.14 kg with a cost of Rp. 18,956,808.00. A concrete volume of 6.6 m3 with a cost of Rp. 30,201,875. This resulted in a steel volume difference of 13.53% and a concrete volume difference of 10.22%. This means that the calculations using the 5D BIM concept are lower compared to the cost planning produced by the Contractor.]]>
<![CDATA[Pengaruh Komposisi Limbah Botol Plastik Sebagai Material Paving Block Bermutu Tinggi ]]>
<![CDATA[WTP, James]]>;
<![CDATA[Budiman]]>
<![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.v6i2.1008
<![CDATA[Plastic waste is a type of waste that is difficult to decompose by natural processes so other alternatives are needed in its processing such as paving block construction materials. This study aims to determine the effect of the characteristics of plastic bottle waste and determine the compressive strength value of paving blocks. The method used in the study was an experiment in the Civil Engineering Laboratory, Politeknik Negeri Fakfak with a mixture composition of 100% PS, 50 PS: 50% KK, 40% PS: 60% KK with a rectangular paving block design type measuring 20 cm x 10 cm x 8 cm. The results showed that using 50% plastic bottle waste and 50% gravel affected the characteristics and compressive strength value of paving blocks. The compressive strength value of Paving Blocks using 50% PS bottle waste and 50% gravel was higher than the mixture of 100% PS bottle waste and the mixture of 40% PS bottle waste + 60% KK, which were 24.14 MPa, 22.79 MPa, and 21.58 MPa. The mix of 50% plastic bottle waste and 50% gravel showed good performance in the paving quality category, including a mixture of 20% PET and 80% fly ash with a quality of 24.20 MPa for use in pedestrian or parking areas.]]>
<![CDATA[Pengaruh Penggunaan Abu Terbang Dan (Bestmittel) Terhadap Kuat Tekan Mortar Mutu Tinggi ]]>
<![CDATA[Qolbilla, Ratna]]>;
<![CDATA[Pranowo, Dadang Dwi]]>;
<![CDATA[Khomari, Moh. Galuh]]>;
<![CDATA[Santoso, Catur Bejo]]>;
<![CDATA[Utanaka, Ahmad]]>
<![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.v6i2.1009
<![CDATA[High-grade mortar is a mortar that has very dense material characteristics with compressive strength reaching more than 150 MPa; the use of this mortar can strengthen the building. Increasing the strength of mortar by looking for grain size gradations that can fill the space. In this study, a mixture of normal mortar with fly ash waste additives and Bestmittel is used, which is expected to help improve quality and achieve the desired compressive strength. The tests carried out were compressive strength tests on 0.5% Bestmittel variations and fly ash variations of 0%, 10%, and 20% by weight of cement. Tests were carried out at the ages of 3, 14, and 28 days. The results showed that the effect of adding the proportion of fly ash and bestmittel to mortar according to SNI 2002 can be categorized as high quality mortar, with a compressive strength value at the age of 28 days in the 10% variation (FAB-10%) of 42.96 MPa, and 20% variation (FAB-20%) of 47.58 MPa. Therefore, the use of fly ash with bestmittel additives and the type of age shows a higher compressive strength value due to the fine grains in fly ash, and bestmittel can accelerate the hardening.]]>
<![CDATA[Penentuan Bahaya Longsor Berdasarkan Pedoman Penilaian Tingkat Risiko Lereng Jalan (Ruas Waipia-Saleman) ]]>
<![CDATA[Sangle, Pebrinar Riani]]>;
<![CDATA[Wong, Irwan Lie Keng]]>;
<![CDATA[Febriani, Lisa]]>
<![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.v7i1.1020
<![CDATA[Landslides are one of the most frequent geological disasters in Indonesia, leading to significant losses to infrastructure and the economy, especially in areas with particularly steep topography, such as Seram Island, Central Maluku. The island is susceptible to landslides due to a combination of natural factors such as high, heavy rainfall, mountainous topography, and seismic activity, as well as anthropogenic factors such as deforestation and agricultural activities on slopes. The objective of this study is to evaluate the landslide hazard in Seram Island (Waipia-Saleman Section) by identifying high-risk areas using the 2018 road slope assessment guidelines. From the analysis result along the Waipia-Saleman section, it was found that there were 6 points with very high potential for landslide, 1 point with a high potential for landslide, 4 points with medium potential for landslide, and 2 points with low potential for landslide. Mitigation recommendations at 6 spots with very high potential slopes were made to reconstruct the slopes. Instrument installation and rehabilitation were conducted at 1 spot with a high potential slope. At the 4 spots with medium potential slopes, rehabilitation was recommended as the mitigation, while the 2 spots with low potential slopes were assigned periodic maintenance.]]>
<![CDATA[Evaluasi Kapasitas Daya Tampung Kolam Retensi Kecamatan Kemuning Kota Palembang Provinsi Sumatera Selatan ]]>
<![CDATA[Nisumanti, Sartika]]>;
<![CDATA[Baniva, Ratih]]>;
<![CDATA[Indah, Fellya Siska]]>
<![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.v7i1.1027
<![CDATA[One of the largest cities, because it is the center of social and economic activities, is Palembang City. The area of Palembang City is around 400.61 km², consisting of 16 sub-districts and 107 villages. In this area, heavy rain has occurred which has caused flooding in this area, especially on Jalan Pipa Raja, Palembang City. One of the causes of flooding in Palembang is due to low land conditions and high tides of the Musi River. In the role of flood control, the lack of public awareness in maintaining the drainage system also worsens waterlogging. Flood control requires extensive and specific engineering knowledge. The structural method used in this study is the retention pond method. The retention pond on Jalan Pipa Jaya in Kemuning District has a capacity of around 328.8 m3/hour. Data for this study were obtained from literature studies, primary data, and secondary data. The results of the study that have been carried out indicate that in modeling using HEC-HMS, it is known that the Pipa Jaya retention pond can accommodate a peak inlet discharge of 161.3 m3/s, with a decrease to 29.7 m3/s.]]>
<![CDATA[Studi Karakteristik Kuat Tekan Beton Geopolimer Berbahan Dasar Abu Sekam Padi ]]>
<![CDATA[Meiliana, Rani Adinda]]>;
<![CDATA[Nisumanti, Sartika]]>;
<![CDATA[Nisumanti, Febryandi]]>
<![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.v7i1.1034
<![CDATA[Geopolymer concrete is an environmentally friendly alternative to conventional concrete because it has the potential to reduce carbon emissions. Rice husk ash, an agricultural waste, serves as a source of silica and alumina in the geopolymerization process. This study aims to determine the compressive strength value of geopolymer concrete in each variation and the use of alkali activator ratios between Na2SiO3 and NaOH with ratios of 1:2, 2:2, and 3:2. In the study of the compressive strength characteristics of engineering concrete, the experimental method was used. Based on the study of the compressive strength characteristics of geopolymer concrete made from rice husk ash, normal concrete at the age of 28 days has a compressive strength of 368 kg/cm2, while in the 1st geopolymer concrete at the age of 28 days, a compressive strength of 349 kg/cm2 is obtained. This shows that the compressive strength of the 1st geopolymer concrete has decreased by 5% from normal concrete, in the 2nd geopolymer concrete at the age of 28 days, a compressive strength value of 475 kg/cm2 was obtained, which means that the compressive strength of the 2nd geopolymer concrete has increased by 29% from the compressive strength of normal concrete. This study identified the optimal compressive strength of geopolymer concrete, specifically noting that the second geopolymer concrete reached a value of 475 kg/cm².]]>
<![CDATA[Evaluasi Kinerja Struktur Gedung Rumah Sakit 6 Lantai dengan Analisis Pushover ]]>
<![CDATA[Nurmila]]>;
<![CDATA[Ariani, Indra]]>;
<![CDATA[Noor Abdi, Fachriza]]>
<![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.v7i1.1056
<![CDATA[Indonesia merupakan negara kepulauan yang terletak pada pertemuan tiga lempeng tektonik aktif dunia, yang menjadikan pulau-pulau di Indonesia sebagai daerah dengan tingkat seismisitas yang tinggi, salah satunya Pulau Kalimantan. Banyaknya peristiwa gempa bumi yang pernah terjadi di Indonesia, dampak terburuk yang disebabkan adalah kerusakan bangunan struktur yang dapat memakan banyak korban jiwa. Oleh karena itu, diperlukan evaluasi kinerja struktur bangunan untuk mengetahui tingkat kerusakan pada struktur saat terkena gempa. Penelitian ini dilakukan pada proyek Gedung Rumah Sakit Mulya Medika yang terletak di Kota Samarinda yang akan dievaluasi dengan FEMA 310 dengan pendekatannya menggunakan analisis pushover. Evaluasi kinerja struktur bangunan metode FEMA 310 dilakukan dengan 3 tahap, yaitu Tier 1, Tier 2 dan Tier 3. Pada penelitian ini hanya dilakukan 2 tahap evaluasi, yaitu Tier 2 menggunakan analisis dinamik linear respon spektrum dan analisis statik linear ekuivalen untuk menentukan nilai Demand Capacity Ratio (DCR), dan Tier 3 menggunakan analisis non-linear statik pushover. Konsep analisis pushover adalah mengaplikasikan beban dorong secara berangsur-angsur sampai tercapai keruntuhan pada struktur atau mencapai target perpindahan yang diharapkan, kemudian dapat ditentukan level kinerja struktur menurut FEMA 356. Dari hasil analisis tier 2 diperoleh nilai DCR seluruh balok dan kolom ≤ 2 dan telah memenuhi kriteria penerimaan berdasarkan FEMA 310. Hasil analisis tier 3 diperoleh level kinerja berdasarkan FEMA 356 termasuk dalam kategori Immediate Occupancy, yang berarti tidak ada kerusakan berat pada komponen struktural, kekuatan dan kekakuan gedung masih hampir sama dengan kondisi gedung sebelum dilanda gempa.]]>
<![CDATA[Evaluasi Sistem Proteksi Kebakaran di Gedung B PLN UID Jawa Timur ]]>
<![CDATA[Sari, Revita Dea]]>;
<![CDATA[Prastya, Deny Nurcahyo Hari]]>;
<![CDATA[Martiana, Tri]]>;
<![CDATA[Ardyanto, Denny]]>;
<![CDATA[Parlan]]>
<![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.v7i1.1101
<![CDATA[This study evaluates the fire protection system in Building B of PLN UID East Java. Fire incidents in work environments are often caused by electrical short circuits and improper waste burning, leading to both material and non-material losses, such as loss of life and operational disruptions. PLN UID East Java, being a vital national object, requires an effective fire protection system to safeguard against such risks. The evaluation covers three primary components: fire extinguishers (APAR), hydrants, and fire alarm systems. The evaluation methodology includes direct observation and comparison with established safety standards like NFPA 10, NFPA 14, and NFPA 72. The results showed that the APAR system met 85% of the standards, the hydrant system 83.12%, and the fire alarm system 79.29%. Despite being relatively well-equipped, there were several areas for improvement, such as updating expired fire extinguishers, providing clear hydrant usage instructions, and conducting fire alarm simulations more frequently. Enhancing these aspects is essential to ensure maximum safety for the building’s occupants and the continuity of operations.]]>
