cover
Contact Name
Zulis Erwanto
Contact Email
zulis.erwanto@poliwangi.ac.id
Phone
+628155121785
Journal Mail Official
jaceit@isas.or.id
Editorial Address
Indonesian Society of Applied Science Jl. Raya ITS, Sukolilo, Surabaya, 60111
Location
Unknown,
Unknown
INDONESIA
Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT)
ISSN : -     EISSN : 27235378     DOI : https://doi.org/10.52158/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
Evaluasi Kapasitas Tiang Pancang Miring pada Pilar Jembatan Tipe Pile Cap Ananda Sabiila Rosyada; Andi Indianto
Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 2 (2021): Desember 2021
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v2i2.245

Abstract

In the implementation of the construction of the Main Bridge on the X Toll Road project, there was a change in the shape of the structure in the form of a slope of the P2 pile that did not match the DED by 3°. So that with the change in the shape of the structure, it is necessary to evaluate the capacity of the P2 pile and the influence on other structures must be considered. This research discusses how the capacity of the pile after experiencing a slope and how to handle it properly if the pile capacity is inadequate. Pile capacity evaluation is done by checking the dimensional capacity, reinforcement capacity, foundation bearing capacity, and deflection of the P1-P2 superstructure using the help of software SAP2000 in analyzing. The results showed that the pile capacity at P2 was inadequate, indicated by the lack of reinforcement on the piles as much as 6-D10,7 mm and column P2 as much as 9-D10,7 mm. As a result of inadequate pile capacity, the P1-P2 connection lacks top reinforcement. Therefore, structural strengthening is needed to make the P1-P2 structure more rigid by making bracing concrete with a length of 18,78 meters, a width of 33,92 meters, and a thickness of 0,8 meters with the need for longitudinal reinforcement and transverse reinforcement D32-250. After the structural strengthening is done, the required area of reinforcement for columns P2, piles P2, and connections P1-P2 are all fulfilled with those already installed in the side.
Analisis Faktor Keterlambatan Pada Pembangunan Proyek X Fahira Khairani; Iwan Supriyadi
Journal of Applied Civil Engineering and Infrastructure Technology Vol 2 No 2 (2021): Desember 2021
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v2i2.248

Abstract

In a construction project generally has its own work schedule and activities. Project planning refers to the estimates that have been generated at the time of planning. If there is a discrepancy between the planned plan and its implementation, it can cause delays in project development. Based on the s curve, in May the progress should have reached 83.8%, but the realization in the field has only reached 59.2%, As a result, late indications might be detected in the project. It's necessary to look at the dominant reasons of project delays based on the percentage data. The purpose of this study is to reveal or find the dominant factors that affect delays and solutions for delays in the construction of Project X. Data was collected by distributing questionnaires to individuals who were directly involved with project development such as contractors, supervisory consultants, and owners. Multiple linear regression analysis was used to analyze the data using SPSS V25 software. The financial factor with parameter X28, namely late payment by the owner obtaining a β value of 0.386 has proven to be the most significant factor in the delay in the construction of Project X and the effort to overcome this delay is to provide a letter to the owner to make a cash-in plan to pay off the outstanding payment in progress.
Analisis Tingkat Kerusakan Dan Estimasi Biaya Pemeliharaan Bangunan Gedung Rusunawa Putri Universitas Jember Hening Pramudya Restuning Kawedar; Anita Trisiana; Syamsul Arifin
Journal of Applied Civil Engineering and Infrastructure Technology Vol 3 No 1 (2022): Agustus 2022
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v3i1.148

Abstract

Damage to buildings makes the building less comfortable to live in, so identification of damage is needed and how efforts to deal with it and the cost of repairs. This research was conducted by taking an object in the building Rusunawa Putri University of Jember by conducting a direct survey. The data obtained is then analyzed to determine the type of damage to buildings that occur and the repair and repair costs. From the results of this study note that in the Rusunawa Putri University of Jember building identified 7 (nine) types of damage, namely: weathering of the ceiling (ceiling), lights off, cracked and moist walls, window supports, window hinges, door frames, and doors door lock release. The index value of the condition of the Putri Rusunawa building is 99.59% so it is included in the condition index in zone 1 between 85% -100% which has excellent conditions. The analytical method used to determine the cause of damage is the Fishbone Diagram. From the results of the analysis of the dominant causes of damage namely by human factors, management factors, and material factors. The suggested remedial action is a routine check from the manager. The cost of building repairs is Rp 89.855.416
Perbandingan Nilai EMP Pada MKJI 1997 Dengan EMP Lapangan Menggunakan Metode Regresi Linier (Studi Kasus: Jalan Letjen S Parman Kota Sidoarjo) Romi Dias Perdana; Rr. Dewi Junita Koesoemawati; Willy Kriswardhana
Journal of Applied Civil Engineering and Infrastructure Technology Vol 3 No 1 (2022): Agustus 2022
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v3i1.184

Abstract

Traffic flow is expressed in passenger car units ( PCU) using a conversion favtor called the passenger car equivalent (PCE). The EMP value is used to overcome differences in the space required by a vehicle when making movements in traffic. The emp value is highly dependent on environmental factors, type of vehicle, terrain conditions, vehicle dimensions, the area of ​​road space used, and vehicle flow. This research was conducted to obtain a comparison of the value of EMP with MKJI 1997 with multyple linear regression calculations. Data collection is carried out to obtain traffic volume and road geometric. The analysis method used is using multyple linear regression method, the results of the analysis of the EMP value of the Letjen S Parman road were obtained for Jalan Letjen S Parman on the left side of weekdays 0.271 for MC and 2.581 for HV, for the right side of weekdays 0.244 for MC and 5.467 for HV, Letjen S Parman left side weekend 0.389 for MC and 2.495 for HV. There is a difference between the EMP value in the field and the emp value in MKJI, namely for MC of 7.74%, - 2.45%, 35.73%, and for HV of 53.50%, 78.05%, 51.90%.
Perbandingan BIM Dengan Konvensional Pada Hasil BQ Proyek X Wilona Benita Megawati; Hari Purwanto
Journal of Applied Civil Engineering and Infrastructure Technology Vol 3 No 2 (2022): Desember 2022
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v3i2.247

Abstract

The construction industry is one of the industries that are being developed in Indonesia, this is evident from the many ongoing projects, both building projects and roads and bridges. Competition in construction requires construction services to complete projects in the shortest time and at the most efficient cost possible. Before making a cost budget for the project, the volume calculation of each work to be carried out will be made and packaged in a Bill of Quantity. However, in reality there are many estimates that can enlarge the results of the Bill of Quantity calculation process so that it is not efficient. Therefore, along with the development of technology in the world of construction, the Building Information Modeling (BIM) was created which can contain all the information in a development project in 3-dimensional form. Based on this, the author will compare the results of the Bill of Quantity on the conventional method with the Building Information Modeling (BIM) method on Figure for Construction using Autodesk Revit software. Based on research conducted, Bill of Quantity using the BIM method produces a higher volume of 1.24% for concrete and 1.14% for reinforcement than Conventional method. This is due to a lack of accuracy in conventional volume calculations, so the resulting volume is inaccurate.
Pemanfaantan Bubuk Arang Kayu Terhadap Stabilitas Tanah Lempung di Dusun Jatiluhur, Banyuwangi Dora Melati Nurita Sandi; Levia Wendy Natasha; Yuni Ulfiyati; Erna Suryani
Journal of Applied Civil Engineering and Infrastructure Technology Vol 3 No 1 (2022): Agustus 2022
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v3i1.275

Abstract

The type of soil in Glagah Agung Village, Purwoharjo District, Banyuwangi Regency, is a type of clay soil with a plasticity index value of 42.99. Based on Expansive Land Management for Road Construction by Departemen Pekerjaan Umum Pd T-10-2005-B, it is classified as soil with a high swelling level. So that it can be categorized into soils with high Swelling and shrinkage. The soil improvement method using wood charcoal powder stabilizer was chosen because it can improve water and air circulation in the soil. This study used the addition of wood charcoal powder percentage of 0%, 6%, 8%, 10%, 12%, 14%. The research was conducted on the original soil and stabilized soil specimens, to test their physical properties. The soil physical properties test included water content, specific gravity, atterberg limit, proctor, submerged and unsubmerged CBR. Based on the results of the non-submerged CBR test, the CBR value increased along with the addition of the percentage of wood charcoal powder as a stabilizer. Where the highest CBR value is at the percentage of 14% stabilizers, which is 16.956%. Based on the results of the submerged CBR test, the CBR value decreased at 10% satbilisator percentage and then increased to 14% satbilisator percentage. The highest swelling rate occurred in soil stabilized with 10% wood charcoal powder, which was 0.306.
Analisis Kinerja Pelaksanaan Sistem Pengadaan Secara Elektronik Versi 4.4 di Kabupaten Ngawi Anggara Azmi Wicaksono; Anita Trisiana; Anik Ratnaningsih
Journal of Applied Civil Engineering and Infrastructure Technology Vol 3 No 1 (2022): Agustus 2022
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v3i1.279

Abstract

Pelaksanaan pemilihan penyedia barang dan jasa pada Kabupaten Ngawi menggunakan Perpres No.12 Tahun 2021 dan aplikasi SPSE V4.4 sesuai dengan perubahan peraturan yang berlaku. Namun pada implementasinya pelaksanaan pengadaan barang dan jasa masih belum berjalan sebagaimana mestinya yang sesuai dengan prinsip-prinsip pengadaan yaitu bahwa pengadaan barang dan jasa di LPSE Ngawi belum sepenuhnya transparansi kepada publik. Tujuan penelitian ini untuk mengukur tingkat kinerja aplikasi SPSE V4.4 di Pemerintah Daerah Kabupaten Ngawi, dengan harapan penelitian ini dapat meningkatkan kinerja aplikasi Sistem Pengadaan Secara Elektronik sesuai dengan Perpres No.12 Tahun 2021 dan memenuhi prinsip-prinsip pengadaan. Metode analisis faktor dalam penelitian ini adalah Importance Performance Analysis (IPA) menggunakan perangkat lunak bantu analisis statistik. Pengumpulan data sekunder diperoleh melalui web resmi LPSE Ngawi. Sedangkan data primer dilakukan dengan menyebar kuesioner kepada responden yaitu, Pokja UKPBJ dan kontraktor peserta tender 2021 yang menggunakan SPSE V4.4. Variabel penelitian ini dikelompokkan menjadi enam yaitu, Kualitas Sistem (KS), Efisiensi dan Efektif (EE), Terbuka dan Transparansi (TT), Akses Pasar Bersaing (APB), Adil atau Tidak Diskriminatif (TD), dan Akuntabilitas (AK). Hasil pengolahan data kuesioner, diperoleh perhitungan nilai kinerja SPSE yang diukur melalui prinsip-prinsip pengadaan pada penyedia jasa dan panitia pengadaan diperoleh nilai kinerja yang sudah cukup baik dengan nilai kesesuaian antara 66% hingga 99%. Berdasarkan analisis dengan metode IPA kesesuaian SPSE V4.4 terhadap Perpres No.12 Tahun 2021 berada pada kuadran B yang menandakan instrumen tersebut sudah berjalan dengan memuaskan. Analisis untuk kesesuaian fitur pada SPSE V4.4 juga sudah disesuaikan dengan Perpres No.12 Tahun 2021 dan peraturan pendukungnya.
Evaluasi Green Building Berdasarkan Greenship untuk Bangunan Baru Versi 1.2 (Studi Kasus: Masjid Al-Hikmah Universitas Jember) Shinta El Qorina Safitri; Anita Trisiana; Anik Ratnaningsih
Journal of Applied Civil Engineering and Infrastructure Technology Vol 3 No 1 (2022): Agustus 2022
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v3i1.282

Abstract

To minimize the effects of global warming, there are several efforts that can be done, for example by conserving energy. In this problem, the concept of green building is the right solution to reduce global warming, especially in the scope of Civil Engineering Buildings. The Al-Hikmah Mosque at the University of Jember is a new building, with the concept of an environmentally friendly building, it is hoped that the mosque has implemented the concept of an environmentally friendly building based on GBCI standards. The research is included in quantitative descriptive research using the reference Greenship Version 1.2. The research was conducted according to the condition of the building that had passed the construction period (Final Assessment). There are 6 variables used in the study, namely the appropriate land use category (TGL), energy effectiveness and conservation (EPE), water conservation (PA), material cycle and recycling (DUM), indoor air quality (KUR), building environmental management. (PLB). Based on the results of the analysis and calculations, the Al-Hikmah Mosque at the University of Jember got a percentage of 48% or Silver, after the recommendation of a strategy to increase the rating using a SWOT analysis, the Al-Hikmah Mosque at the University of Jember got a percentage of predicates according to the building's ability, which was 61.386% or Gold. The cost required to increase the rating is Rp. 97,383,600,000.
Estimasi Kebutuhan Dimensi Bangunan Penangkap Sedimen pada Saluran Drainase Kota Cirebon Menggunakan Analisis Hidrologi dan Metode USLE Rian Mantasa Salve Prastica; Yosephina Puspa Setyoasri
Journal of Applied Civil Engineering and Infrastructure Technology Vol 3 No 1 (2022): Agustus 2022
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v3i1.342

Abstract

Sediment carried by water is one of the problems that has a negative impact on aquatic ecosystems, especially if the water is used for public consumption. One of the mitigations that can be done is the construction of a sediment trap building so that the water does not contain a lot of solids containing polluting waste nutrients. In this study, the dimensions of the sediment catchment building in Cirebon City were estimated using hydrological analysis and basic hydraulics as research methods. The estimation of erosion and sedimentation rates was carried out using the USLE method. From the results of the analysis, the dimensions of the sediment catcher are required with a height of 2.5 meters and a bottom width of 7 meters and an estimated length of a sediment catcher of 250 meters. Suggestions for future research, it is hoped that the estimation of the construction of this sediment catcher uses a program or analytical tool so that the estimation results are more accurate and effective when implemented in the field.
Perbandingan Kapasitas Struktur Cermaton yang Diubah Menjadi Pile Slab Terhadap Beban Rencana Muhammad Andika Pratama Putra; Andi Indianto
Journal of Applied Civil Engineering and Infrastructure Technology Vol 3 No 2 (2022): Desember 2022
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v3i2.390

Abstract

One of the bridges on the Serpong-Balaraja Toll Road section 1a project with the longest span is the Cisadane Bridge, which will employ a PCI Girder superstructure with a length of 50.8 meters. The approach road structure for the Cisadane Bridge was originally intended to employ Cermaton with a soil pile that was 6–8 m high. However, during construction, the design of the approach road changed from Cermaton to pile slab. In order to determine which structure is the most suitable for use, it is required to assess its performance. The SAP2000 program was used to check the bearing capacity of the foundation, the settlement that took place, and the structural capacity against seismic loads as part of the evaluation that was done as a result of changes in the structural design. The study results for structural design change demonstrated that the Cermaton was not superior to the pile slab since the Cermaton's decrease, which was 11.3 mm as opposed to 1.06 mm for the pile slab, was substantially greater. For an analysis of earthquake loads using SAP2000 software, it was found that Cermaton is not strong enough to withstand earthquake loads, while the pile slab is strong enough to withstand earthquake loads because the capacity of the pile slab is still adequate.

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