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
40 Documents
<![CDATA[Pengaruh Penambahan Plastik Tipe PET (Polyethylene Terepthalete) Terhadap Campuran Laston AC-WC ]]>
<![CDATA[Putri Rahayu]]>;
<![CDATA[Mirza Ghulam Rifqi]]>;
<![CDATA[M. Shofi’ul Amin]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 1 (2021): Agustus 2021 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v2i1.66
<![CDATA[To find a solution the road problem in Indonesia, it requires to perform a modified mixture to obtain good quality of asphalt concrete pavement with addition the new material. The new material as an additive to increase the quality of pavement is a Polyethylene Terepthalete (PET). This Research uses some variation as: 4%, 4,5%, and 5% of PET from weight of asphalt concrete. The purpose of this research is to identify the impact of PET as an additive in asphalt concrete wearing course (AC-WC). The metodh used in this study is a dry process from some references (such as: design and implementation of asphalt pavement used plastic waste, 2019). The result of marshall test found that the optimum performance and stability for 5% PET with 6.5% variances value of asphalt bitumen. Stability of five variation averange is 2193.3 kg; Flow is 3.90 mm; Void in Mix (VIM) is 3.7%; void mix in aggregate (VMA) is 16,7%; Void filled Bitumen (VFA/VFB) is 77.9%, and Marshall Quotient is 562,4 kg/mm. By the references used in this research, these value have been suitable with the research result from those references. It can be concluded that the asphalt pavement with using an additive of PET gives better performances and stability than without PET.]]>
<![CDATA[Pengaruh Pemanfaatan Plastik Polyethylene Terephalate Pada Campuran Laston Lapis Pengikat ]]>
<![CDATA[Ifani Mita'ul Habibah]]>;
<![CDATA[Mirza Ghulam Rifqi]]>;
<![CDATA[Dadang Dwi Pranowo]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 1 (2021): Agustus 2021 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v2i1.70
<![CDATA[Plastic Polyethylene Terephthalate (PET) waste can be utilized as an added ingredient in a mixture of fastening concrete asphalt (Laston AC-BC). The purpose of this research is to know the influence of the utilization of PET plastics (Polyethylene Terephthalate) on the layer of concrete asphalt binder (Laston AC-BC) using the Marshall method by referring to the design guidelines and implementation of the heat-paved mixture using plastic waste 2019 and the general specification of Highways 2018. This research is done with the addition of PET worms on the asphalt mixture using a dry process. PET levels added in the asphalt mixture are 4%, 4.5%, and 5% of the weight of the asphalt. After the Marshall testing, the results of PET additions to the Laston AC-BC mixture can improve stability. The highest stability value is the addition of PET 5%. The stability value due to PET addition is greater than without the addition of PET. The best PET replenishment rate for asphalt mixture is 5% because, in addition to high stability value, other Marshall parameters such as Flow, VIM, VMA, VFB, and MQ also qualify for the design guidelines and implementation of the hot paved mixture using plastic waste 2019. Value of Optimum asphalt content (KAO) obtained at a 6% asphalt rate with the addition of PET 5%.]]>
<![CDATA[Pengaruh Variasi Temperatur Air 7°C, 17°C, dan 27°C Pada Campuran Beton Terhadap Nilai Kuat Tekan Beton Struktural ]]>
<![CDATA[Niken Indriyani]]>;
<![CDATA[Mirza Ghulam Rifqi]]>;
<![CDATA[M. Galuh Khomari]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 1 (2021): Agustus 2021 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v2i1.77
<![CDATA[This study discusses the effect of water temperature variations of 7°C, 17°C, and 27°C on concrete mixes on compressive strength values of structural concrete. Concrete is a material that is often used in civil engineering construction. The use of concrete in large volumes causes the heat temperature of the hydration reaction to increase. It is necessary to monitor the temperature of the water in the concrete mixture to reduce the excess heat due to the hydration reaction. Water temperature is adjusted according to the planned temperature of 7°C, 17°C, and 27°C to determine the effect on the compressive strength and workability values. Concrete compressive strength testing is carried out at 3, 7, 14, and 28 days. The number of specimens needed was 36 cylindrical samples with a diameter of 15 cm and a height of 30 cm. The results of slump testing at 7°C, 17°C, and 27°C respectively 3 cm, 5 cm and 10 cm. And for testing the compressive strength of concrete obtained data respectively 30.06 MPa, 35.31 MPa and 45.09 MPa. Increased compressive strength of concrete in each variation of 0.2%, 17.7% and 24.3%.]]>
<![CDATA[Analisis Risiko Keterlambatan Proyek Menggunakan Metode House of Risk ]]>
<![CDATA[Jojok Widodo Soetjipto]]>;
<![CDATA[Naahila Hunafaa Qudsy]]>;
<![CDATA[Syamsul Arifin]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 1 (2021): Agustus 2021 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v2i1.149
<![CDATA[In the implementation of project development, problems often occur which cause the project to get obstacles, causing delays in project completion time and failure to achieve the project goals. Therefore, it is necessary to research risk analysis and effectively mitigate it to reduce the negative impact of delays. Currently, many studies analyze the risk of delays but are limited to risk assessment based on probability and impact, and mitigation is only carried out on the causal variables without paying attention to the agent of the delay. While in this study using the House of Risk (HOR) method which consists of 2 stages. The first stage (HOR-1) is to determine the main factors causing delays and the second stage (HOR-2) is to mitigate risk effectively to properly resolve the delay problem based on the delay agent. The results of the delay risk analysis using HOR obtained 6 delay events caused by 7 dominant agents/causes of delay based on the Pareto diagram. Recommendations for handling project delays that are effective can be carried out through 4 main mitigation efforts so that the impact of delays can be prevented or reduced.]]>
<![CDATA[Analisis Tingkat Capaian Green Building Berdasarkan Greenship untuk Bangunan Baru Versi 1.2 (Studi Kasus: Hotel Kokoon Banyuwangi) ]]>
<![CDATA[Dwi Marta Fatmayati]]>;
<![CDATA[Anita Trisiana]]>;
<![CDATA[Luthfi Amri Wicaksono]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 1 (2021): Agustus 2021 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v2i1.150
<![CDATA[Hotel Kokoon Banyuwangi termasuk hotel baru dan merupakan bangunan tertinggi di Kabupaten Banyuwangi mencapai 13 lantai dengan ketinggian 57,7 meter. Adanya konsep green building diharapkan gedung tersebut telah menerapkan konsep green building. Penelitian dilakukan sesuai dengan kondisi gedung yang telah melewati masa konstruksi, sehingga tahap penilaian dilakukan hingga tahap Final Assessment. Tujuan penelitian ini yaitu untuk mengetahui tingkat capaian green building berdasarkan greenship untuk bangunan baru versi 1.2 di Indonesia pada Hotel Kokoon Banyuwangi. Variabel penelitian meliputi 6 (enam) kategori greenship yakni kategori tepat guna lahan, efisiensi dan konservasi energi, konservasi air, siklus dan sumber material, kesehatan dan kenyamanan dalam ruang, manajemen lingkungan bangunan. Data primer pada penelitian ini meliputi sistem proteksi kebakaran, aksesibilitas difabel, pengukuran pencahayaan, pengukuran kebisingan, pengukuran suhu dan kelembaban, kuisioner tamu dari Hotel Kokoon Banyuwangi serta wawancara dengan pihak pengelola dan pelaksana. Data sekunder meliputi as-built drawing Hotel Kokoon Banyuwangi, dokumen RTRW kabupaten Banyuwangi, Bill of Quantity, Rencana Kerja dan Syarat-syarat (RKS), serta panduan teknis perangkat penilaian greenship untuk bangunan baru versi 1.2 Berdasarkan hasil analisis dan perhitungan, Hotel Kokoon Banyuwangi telah menerapkan konsep green building sebesar 49,505% atau setara dengan Silver, setelah dilakukannya rekomendasi Hotel Kokoon Banyuwangi mendapatkan persentase predikat sesuai dengan kemampuan gedung yaitu sebanyak 62,376% atau setara dengan Gold. Biaya yang diperlukan dalam upaya meningkatkan peringkat dari Silver ke Gold adalah sebesar Rp. 80.116.500,00.]]>
<![CDATA[Penerapan Building Information Modeling (BIM) Dalam Analisis Waktu Dan Anggaran Biaya Struktur Dan Arsitektur (Studi Kasus: Gedung Fakultas Ilmu Komputer Universitas Jember) ]]>
<![CDATA[Deliar Ogi Prastica Irawan]]>;
<![CDATA[Anita Trisiana]]>;
<![CDATA[Sri Sukmawati]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 1 (2021): Agustus 2021 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v2i1.178
<![CDATA[The developments in the construction sector are increasing rapidly which makes construction service providers competitors implement an integrated system. Along with the current progress of science and technology, Building Information Modeling (BIM) is present as an integrated system innovation in the form of a digital platform. This study was conducted by analyzing the project of the Faculty of Computer Science, University of Jember using the BIM system. The use of BIM was doing modeling using Revit and scheduling planning used Synchro Pro. The data in this study used secondary data obtained from the Bureau of Planning, University of Jember. The results of the analysis showed that the total budget for the Faculty of Computer Science, University of Jember construction was IDR 7,054,568,108.31 with structural work costs details was IDR 3,448,641,620.63 and architectural work was IDR 3,605,926,487.68. The length of time needed in the construction implementation of the Faculty of Computer Science, University of Jember was 148 days starting from January 1, 2020, until May 27, 2020.]]>
<![CDATA[Pengaruh Penambahan Plastik LDPE Pada Campuran Aspal Beton Lapis AC-BC ]]>
<![CDATA[Hilda Nur Hidayati]]>;
<![CDATA[Mirza Ghulam Rifqi]]>;
<![CDATA[M. Shofi’ul Amin]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 2 (2021): Desember 2021 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v2i2.63
<![CDATA[Increased traffic volume growth has an impact on demand for the construction of pavement structures and the use of materials used. Therefore, we need a material that can help coat aggregate materials other than asphalt in order to reduce these effects, for example polymer or plastic materials. One effort that can be done is to modify the effect of adding Low Density Poly Ethylene (LDPE) plastic as an additive in AC-BC (Asphalt Concrete-Binder Course) asphalt mixture. The purpose of this study was to determine how the effect of the addition of Low Density Poly Ethylene (LDPE) type plastics as an added ingredient of AC-BC hot asphalt mixture on Marshall characteristics. Tests conducted include aggregate testing, asphalt testing, plastic testing, and Marshall testing. The design of the mixture is done by dry (dry process) using a variation of plastic content of 0%, 2%, 3%, and 4% with each bitumen content of 4.5%, 5%, 5.5%, 6.0 % and 6.5%, the number of test specimens made is 75 test specimens. From the Marshall test results obtained KAO value of 6.5% with a variation in LDPE plastic content of 3%. With a stability value of 1878.40 kg, a flow value of 3.81 mm, an MQ value of 472.5 kg / mm, a VFB / VFA value of 72.55%, a VIM value of 4.29%, and a VMA value of 17.74%.]]>
<![CDATA[Pengaruh Penambahan Limbah Plastik Low Density Polyethylene Terhadap Karakteristik Campuran Laston AC-WC ]]>
<![CDATA[Dwi Susanti Erni]]>;
<![CDATA[Mirza Ghulam Rifqi]]>;
<![CDATA[M. Shofi'ul Amin]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 2 (2021): Desember 2021 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v2i2.67
<![CDATA[The problem of plastic waste is now one of the world's concentrations. Efforts to reduce and prevent many have been done, but in general the results obtained are not comparable with the growing use of plastics that continues to increase, especially plastics that are not managed properly. One of the efforts made is the utilization of plastic waste as added ingredients of Laston AC-WC hot asphalt mixture called modification. The purpose of this study was to determine how the effect of adding Low Density Polyethylene (LDPE) plastic waste to the characteristics of Marshall Laston AC-WC. Tests carried out include aggregate testing, asphalt testing, and plastic testing, and Marshall testing. The design of the mixture is done by dry (dry process) using a variation of plastic content of 0%, 4.5%, 5%, and 5.5%, each of which uses 5 levels of asphalt which is 5%, 5.5%, 6% , 6.5%, and 7% with 3 specimens each, so that there are a total of 75 specimens. Marshall test results obtained KAO of 6.5% with a variation of plastic content of 5.5%, obtained stability of 2167.40 kg, Flow 3.8 mm, VIM 3.94%, VMA 15.95%, VFA / VFB 77, 12%, and MQ 570.37 kg / mm. So that the addition of LDPE type plastic waste meets (General Specifications of Bina Marga, 2018).]]>
<![CDATA[Analisis Perencanaan Sheet Pile pada Tanggul Sungai (Studi Kasus : Sungai Lungun, Sabanar Baru, Kabupaten Bulungan) ]]>
<![CDATA[Hasrullah]]>;
<![CDATA[Sebanya Elia]]>;
<![CDATA[Dandung Novianto]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 2 (2021): Desember 2021 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v2i2.225
<![CDATA[This study was conducted to identify thecauses of landslides on river embankments. This studu aims to determine the value of the slope safety factor and to plan the dimensions of sheet pile reinforcement and stability on the slopes of the Lungun River. This study used the Fellenius method to analyze the stability of the existing slope, the design principle of sheet piles in anchors located on cohesive soil with the free end method, and also with the help of a computer technology program, namely Plaxis application program. From the results of the analysis and calculations, it was concluded that the value of the safety factor on the slopes of the Lungun River using the manual calculations of the Fellinus Method. A value of 1.470 was obtained and a calculation using the Plaxis 2D V.8.2 program obtained a value of 1.1092. For the solutions to landslides on the slopes of the Lungun River, the dimensions of sheet pile reinforcement obtained from the calculation were using a concrete sheet pile type W-400 A 1000 with a depth of 10 m plus anchor recognition at a depth of 1 m from the ground surfaces which was connected by a steel tie rod 7 cm along 14 m to a concrete anchor block with height of 1.5 m and thickness of 5 cm which was embedded 0.5 m from the ground surface, so that the value of safety factor that was calculated using the Plaxis 2D V.8.2 program was 3.5814.]]>
<![CDATA[Analisis Quantity Take-Off Menggunakan BIM Pada Proyek Jalan Tol “X” ]]>
<![CDATA[Karina Travis]]>;
<![CDATA[Nunung Martina]]>;
<![CDATA[Safri]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 2 (2021): Desember 2021 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v2i2.244
<![CDATA[In large and complex construction projects, Building Information Modelling (BIM) is important in the globalization of construction technology. Through the implementation of BIM, it is hoped that the “X” Toll Road Project can minimize errors. The problems that occurs in the field is that the QTO calculation using AutoCAD with Microsoft Excel tools in the initial estimate is less accurate so that it results in a miss calculation in the implementation, BIM is expected to be a solution to this problem. A case study was conducted to compare the quantity take-off in toll road construction on Overpass Interchange “X” and Access Roads using BIM and conventional. Data analysis was obtained from carrying out quantity take-off work using BIM and Conventional CAD as well as conducting interviews with BIM experts. Based on the research conducted, there are differences in the calculation of the take-off quantity between BIM and conventional, the percentage difference in the calculation obtained is the difference in earthworks ±4,375%, structural excavation difference ± 1,7%, pavement difference ± 4.4%, structural concrete difference ± 0.1%, and other work 0% difference. BIM can streamline more actual volume, but it takes a long time for beginners to get accurate. BIM is influenced by the level of modeling detail, if the modeling is not modeled properly, it will give wrong volume calculation results. Compared to conventional methods, using BIM at the beginning of planning is very effective in preventing re-design as well as inefficient designs and miss calculations.]]>
