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The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning)
Published by Universitas Syiah Kuala
ISSN : 26207567     EISSN : 26151340     DOI : 10.24815/jarsp.v3i1.16372
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) is a peer-reviewed journal published four times a year (March, June, September, and December) that publishes reviewed articles which contribute new results in all areas of the Civil Engineering and Planning. The journal is devoted to the publication of high quality papers on theoretical and practical aspects of Civil Engineering and Planning. The aim of this journal is to bring together researchers and practitioners from academia and industry to focus on Civil Engineering and Planning advancements and establishing new collaborations in these areas. Theoretical papers, practice-oriented papers including case studies, state-of-the-art reviews are all welcomed and encouraged for the advance of science and engineering in Civil Engineering and Planning. All submissions must describe original research, currently under review or not published for another conference or journal.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 201 Documents
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ANALISIS FAKTOR RISIKO MUTU PADA PELAKSANAAN PROYEK JALAN BATAS ACEH TIMUR DENGAN MENGGUNAKAN METODE PCA Chandra Gunawan; Muttaqin Hasan; Nasrullah Muhammad
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 5, No 1 (2022): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v5i1.24600

Abstract

Infrastruktur jalan raya merupakan salah satu pendukung dalam pertumbuhan ekonomi daerah. Pemerintah Aceh dengan menggunakan dana Anggaran Pendapatan Belanja Aceh (APBA)Otonomi Khusus (OTSUS) terus menggenjot pembangunan jalan raya di daerah-daerah yang sangat membutuhkan adanya pembangunan dan perbaikan infrastruktur jalan, salah satunya jalan yang menghubungkan antara Blangkejeren sampai denganbatas Aceh Timur. Proyek jalan batas Aceh Timur-Pining-Blangkejeren menjadi salah satu prioritas pemerintah Aceh untuk meningkatkan perekonomian masyarakat Kab. Gayo Lues. Jalan raya sepanjang 57 km ini dibangun pada tahun 1980 menjadi penghubung beberapa kecamatan disekitarnya. Namun, masa pelaksanaan proyek tersebut sering terjadi kendala seperti kurangnya alat yang beroperasi,kerusakan alat selama beroperasi, distribusi tenaga kerja yang kurang merata, cuaca buruk, bencana alam, dan lain sebagainya. Metode penelitian yang digunakan adalah kuantitatif menggunakan analisis Principal Component Analiysis (PCA) yang diolah dengan menggunakan aplikasi SPSS Ver.21. Hasil penelitian didapatkan dari 9 variabel yang terpilih untuk dianalisis faktor dilakukan proses penentuan jumlah faktor dan rotasi faktor, terbentuk 2 faktor yang memengaruhi risiko mutu pada pelaksanaan Proyek Jalan Batas Aceh Timur-Pining-Blangkejeren yaitu faktor 1 dinamakan faktor internal terdiri dari variabel yang nilai faktor loadings nya terbesar pada komponen 1 yaitu bahan (0,908), tenaga kerja (0,948), peralatan (0,833), perubahan (0,821) dan kontrak (0,750) dan faktor 2 dinamakan faktor eksternal, terdiri dari variabel yang nilai faktor loadings nya terbesar pada komponen 2 yaitu keuangan (0,889), lingkungan (0, 787), hubungan dengan pemerintah (0,853), dan waktu dan pengontrolan (0,824).Kata Kunci : Faktor Risiko, Mutu, Proyek, PCA
IMPLEMENTATION OF SMART CITY POLICY TO ADVANCE THE ECONOMY IN BANDA ACEH CITY (CASE STUDY: URT CINTA KASIH HOUSING, PANTERIEK VILLAGE) ACEH PROVINCE Ridha Mafdhul; Muttaqin Hasan; Safwan Safwan
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 3 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i3.24504

Abstract

A smart city is an urban development and management strategy designed to assist various activities and provide easy information to the public. Since 2017, the Banda Aceh City Government has adopted an electronic-based planning system to encourage policymakers and create a transparent and participatory bureaucracy. In addition, Banda Aceh is a trading and service city that has significant micro-economic potential with the growth of the MSME sector reaching 25% per year and is the backbone of the city's economy (Bappeda Banda Aceh City, 2019). This potential must be encouraged by the use of technology and information as well as digital means to achieve better economies of scale. Therefore, the implementation of the smart city in Banda Aceh is expected to continue to grow to improve the economy and quality of life of the community. The focus of the research is the implementation of a smart city in Banda Aceh City and the role of the smart economy in improving the community's economy, especially HBE in Panteriek Village. By using a qualitative method involving the government, 23 household business actors, and digital marketing practitioners, the results show that the development and management of smart cities have been carried out optimally from a government perspective. However, the implementation is still not optimal due to the limited human resources from the government and users. On the other hand, the growth of business groups and the support of internet facilities provide great opportunities for the development of a smart economy by optimizing financial support to develop a marketplace to improve the economy and people's welfare.
ANALISIS POTENSI REVITALISASI PELAYANAN ANGKUTAN UMUM PERKOTAAN DI KOTA PONTIANAK MENGGUNAKAN METODE DESCRIPTIVE ANALYSIS DAN K-INDEPENDENT-SAMPLES TEST Said Basalim; Akhmadali Akhmadali; Meta Indah Fitriani
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 5, No 1 (2022): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v5i1.24487

Abstract

The two city transportation terminals, currently operating regularly, are located in Pontianak City, which is: Siantan Terminal and Cempaka Terminal. This study examines the characteristics of users, who recently utilized public transportation. The methods used in this study are interviews and statistical data, processed with descriptive analysis and K-independent-Samples Test. From the descriptive analysis, it was revealed that the most users based on age were in the range of 31-40 to 61-70 years, amounting to 60-80% per terminal. Especially in Siantan Terminal, there are users in the age range of 10-20, consisting of school students in a high percentage (23.2%). Based on gender, the users of both terminals are dominated by women, which are 56% in Siantan Terminal and 62.61% in Cempaka Terminal, respectively. For user characteristics based on the type of work, housewives are dominant in both terminals, which are 37.6% and 46.09%, respectively. Based on income level, public transport users in both terminals are dominated by people with low incomes (under IDR 1 million per month). As for travel purposes, in line with the previous study results, shopping in the two terminals becomes the most travel purpose, which is 44% and 53.04%, respectively. The results of this study indicate that women, adults and the elderly, students, and low-income communities become the segments of the public using public transportation, which can be maintained as users of public transportation. The analysis results using the K-Independent-Samples Test indicate that variations in the variables of gender and income level have a significant impact on the frequency of using public transportation. From the results of the analysis as described above, the revitalization and duplication of public transport services and passenger terminals are eligible to be conducted for other areas in Pontianak City.
PERMODELAN KONSTRUKSI RUMOH ACEH MENGGUNAKAN BAJA SEBAGAI MATERIAL ALTERNATIF Nurul Fathiyyah; Yunita Idris; Huzaim Huzaim
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 3 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i3.24724

Abstract

Rumoh Aceh is believed have high capacity and safe under seismic loads. This is due to the main construction of Rumoh Aceh is timber construction. Timber is a relative safe material in the seismic prone zone area because it is not as rigid as concrete. Steel is also believed a safe material of construction in high risk earthquake area. In this article, modelling Rumoh Aceh that constructed using steel and analyse its behaviour under seismic load is presented. The model used the 208,84 m2 of Rumoh Aceh with circular timber columns (D20 cm) and size of the beams is 6,5/25 cm. The size of the construction is archetype of the majority traditional houses. The house construction then remodelled with a circullar hollow steel for the columns (165,2 x 4.5 mm) and WF 175 x 125 x 5,5 x 8 mm, and WF 125 x 125 x 6,5 x 9 mm for the main and secondary beams. The behaviour of the construction under seismic excitation is analysed by response spectrum methods using the structural analysis software, i.e. SAP2000. Based on the results of the analysis, both of the construction meet the requirement of earthquake standard for each material standard (SNI 7973:2013 and SNI 1729:2020). Comparing structural behavior is obtained in both qualified modeling based on SNI 1726:2019. However, the timber construction perform higher displacements, drifts, and base shears.
ANALISIS KORELASI FAKTOR KOMUNIKASI PROYEK TERHADAP PENCAPAIAN KINERJA WAKTU DI KOTA BANDA ACEH Richard Mareno; Cut Zukhrina Oktaviani; Saiful Husin
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 5, No 1 (2022): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v5i1.25284

Abstract

A communications project is the key to success in managing work. Poor communication can lead to a project success rate of only 52%, whereas with good communication the project success rate can reach 80%. The purpose of this study is to analyze the relationship of project communication factors to time performance achievement in Banda Aceh. Respondents in this study were project managers from contractor companies in Banda Aceh. Data processing techniques are carried out by correlation analysis. Based on the results of the data research showed the project communication factors have a very high relationship to time performance achievement. Performance reports, facilities and technology used, information delivery, communication skills, and coordination relationships partially have a very high relationship with Pearson coefficients of 0.823; 0.837; 0.940; 0.864, and 0.879. In this case, the 5 communication factors reviewed, all of them have a significant relationship with the value of Sig. 0.000 0.05 and simultaneously has a very high relationship of 98.4% to time performance achievement in Banda Aceh.
PERANCANGAN GEOMETRIK JALAN ANTAR KOTA MENGGUNAKAN AUTOCAD CIVIL 3D STUDENT VERSION (STUDI KASUS JALAN MANDEH PROVINSI SUMATERA BARAT) Ruhdi Faisal; Lulusi Lulusi; Sectioly Sanra
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 3 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i3.24182

Abstract

The roadway geometric designing must consider as optimal as possible time spent in designing and building a road. This study aims to determine the results of road geometric design using manual calculation methods and calculations by using AutoCAD Civil 3D Student Version 2016 with a case study of St. Mandeh STA 30 + 000 - STA 37 + 000. The design scope consists of horizontal alignment design, superelevation, and vertical alignment. The method used by reference standard of AASHTO 2011, and for criteria design used by Bina Marga 1997 standard. The results of the horizontal alignment design, obtained 6 SCS curves, 3 FC curves, and 5 SS curves. The manual calculation results are the same as the results of AutoCAD Civil 3D calculations for FC curves and SCS curves. For the SS curve, the result difference is 0.2 m. AutoCAD Civil 3D only calculates the superelevation of FC curve and SCS curve, then the calculation of SS curve have done by manual design. In the vertical alignment design there were 4 crest vertical curves and 3 sag vertical curves with a slope of 0.02% - 5.23% approprite the maximum slope requirement of 11%. The length of crest and sag vertical curve Lv approprite the K value requirement for stopping visibility and preceding visibility
KAJIAN LONCATAN HIDROLIK PADA KOLAM OLAK MODEL FISIK BENDUNGAN KRUENG SABEE KABUPATEN ACEH JAYA Muslem, Muslem; Azmeri, Azmeri; Syamsidik, Syamsidik
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 4 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i4.24742

Abstract

Hydraulic jump is a phenomenon that occurs in stilling basins from supercritical to subcritical conditions. The design of the Krueng Sabee dam aims to meet the needs of the people in the Aceh Jaya district. So this study aims to identify the behavior of hydraulic jumps that occur in energy dissipators in the form of jump height and energy dissipation to obtain an optimal design. The research method is a physical model study with an undistorted scale of 1:30. The energy dissipator used in this plan is the USBR IV stilling basin type. The discharge flowed on the physical model of the Krueng Sabee dam with return periods of Q2, Q5, Q10, Q25, Q50, Q100, and Q1000 years. Tests were carried out on 2 types of models, namely the Detail Engineering Design (DED) model series and the modified model series. In the modified model series, the addition of a 3 m high slope with a slope of 1:2, the elevation of the stilling pool was lowered to a depth of 3 m, and the addition of the length of the stilling pool was 4.8 m. The results of this study indicate that the modified series model is more optimal than the DED series model. The pattern of high jump and jump length increased against Froude numbers on the upstream jump showed a series of modified models better. The results of energy dissipation observations show that the modified model series is more competitive. The highest relative hydraulic jump ((y1-y2)/y1) that occurred in the modified model series was 19.40 (almost 3 times higher) than the highest ((y1-y2)/y1) model of the DED series model, which was 6.54. In the modified series, the farther Lj/y1 occurs the greater ∆E/y1 generated. On the other hand, there is a large decrease in relative energy dissipation (∆E/y1) with increasing relative hydraulic jump length (Lj/y1) in the DED series. The results of the analysis show a large decrease in ∆E/y1 to an increase in the ratio y1/y2 in both series of stilling basin models.     
PENGARUH SUBSTITUSI PET DAN ABU BUNGA PINUS MENGGUNAKAN METODE PENCAMPURAN BASAH DAN METODE PENCAMPURAN KERING PADA CAMPURAN LASTON AC-WC TERHADAP STABILITAS Illiyyuna Diazshafa Marwati; Nia Indria; Lulusi Lulusi; Alfi Salmannur
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 3 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i3.24679

Abstract

Consumption of plastic waste in Indonesia is very high disrupting environmental sustainability, plastic waste takes hundreds of years to decompose making it a problem to be addressed immediately. So, in recent times, research has been carried out to utilize plastic waste into plastic-mix asphalt technology. One of them is by modifying the asphalt mixture with plastic bottle waste the type of Polyethylene Terephthalate (PET) as an additive. In addition, this study also used additional filler in the form of pine flower ash (PFA). This study aims to determine the characteristics of the AC-WC asphalt concrete mixture through Marshall testing of the substitution of PET into 60/70 penetration asphalt and filler ABP with  using wet mixing methods and dry mixing methods. This research was started by examining the physical properties of asphalt, modified asphalt, and aggregates. Furthermore, the manufacture of test specimens with variations in asphalt content was carried out to determine the optimum bitumen content (OBC) and obtained OBC values of 5.29%, 5.79%, and 6.29%. Then made a PET substitution test object of 3%, 5%, and 7% and a combination of filler PFA 6% of the total weight of the filler on each asphalt content with wet mixing method and dry mixing method through Marshall test. The results of this study indicate that the stability for both methods of mixing the best levels is found in the substitution of 7% PET and the combination of ABP filler with an asphalt content of 6.29%, 1226.12 kg for the wet mixing method and 1291.43 kg for the dry mixing method. The durability value for the wet mixing method was obtained at 90.87% and for the dry mixing method it was obtained at 91.55%, both of these durability tests had met the specifications of 90%. 
ANALISIS KERENTANAN TANAH TERHADAP BAHAYA LIKUIFAKSI BERDASARKAN DATA PENGUJIAN SPT Muhammad Kautsar Rizki; Halida Yunita; Bambang Setiawan; Zulkifli Zulkifli
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 4 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i4.25575

Abstract

Aceh is a province in Indonesia that was hit significantly by the 26 December 2004 disaster. The province was also hit by the M 6.5 Pidie Jaya earthquake on 7 December 2016. Several damages induced by liquefaction, i.e., sand boils, were observed in these two seismic events. Liquefaction is defined as the transformation of granular material from a solid to a liquefied state. This Liquefaction phenomenon can cause damage to buildings and infrastructures built on it. This study presents the results of liquefaction assessment using the standard penetration test (SPT). A borehole was sunk at Rundeng Village, Johan Pahlawan sub-distrit, Aceh Barat distrit to collect the SPT data. This location was selected as several facts, i.e., low water table, built of sand layer, and high seismicity region were suggested for this Rundeng village. Three different models of  Esteva (1974), Donovan (1970), and Mc Guirre (1977) were used to estimate the cyclic stress ratio (CSR). A model developed by Seed and Idriss (1982) was employed to estimate the cyclic resistance ratio (CRR). From the calculation of potential liquefaction evaluation, the cyclic stress ratio (CSR) value highly depends on the earthquake magnitude. The greater the earthquake magnitude, the greater the CSR value becomes. Soil layers from SPT data at a depth of 3,50 m – 13,00 m have a value of (N1)60cs 30 which means the soil is too dense to liquefy and classified as non-liquefiable soil. From the SPT data, it can be seen the soil will be liquefied if an earthquake with a magnitude ≥ 8 occurs.
SELECTION OF AMMONIA AND TSS REMOVAL IN EFFLUENT WATER FROM DURI KOSAMBI IPLT USING ANALYTIC HIERARCHY PROCESS (AHP) Farhan Muhammad Hilmi; Reifaldy Tsany Betta Aryanto; Sri Dewi Handayani; Yesaya Emeraldy Priutama; Intan Rahmalia; Evi Siti Sofiyah; Ariyanti Sarwono; I Wayan Koko Suryawan
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 5, No 1 (2022): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v5i1.24481

Abstract

The ammonia and total suspended solids (TSS) content in the wastewater of IPLT Duri Kosambi Jakarta City still does not meet the standard. It requires further processing that needs to be applied. The three treatments that are used as alternatives are GAC Adsorption, Zeolite Adsorption, and Built-Up Wetlands. The purpose of this study is to analyze the best alternative suitable for use as advanced processing in IPLT DuriKosambi with analysis of decision-making analysis. Analysis decision-making is carried out using the analytical hierarchy process (AHP) using four criteria: construction costs, TSS removal efficiency, ammonia removal efficiency, and Human Resources (HR) requirements. The highest scores of the GAC Adsorption, Zeolite Adsorption, and Constructed Wetland alternatives were 0.41; 0.30l, and 0.28. So that the GAC unit is the unit selected based on the criteria set in the AHP criteria.

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