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Wita Meutia
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Jurnal Infrastruktur
Published by Universitas Pancasila
ISSN : 24769339     EISSN : 25409212     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Jurnal Infrastruktur merupakan jurnal yang dikelola oleh Program Studi Teknik Sipil Universitas Pancasila dengan nomor ISSN 2476-9339 dan E-ISSN 2540-9212 Jurnal Infrastruktur diterbitkan secara berkala 2 (dua) kali dalam 1 (satu) tahun, yaitu pada bulan April dan Oktober. Fokus dan ruang lingkup Jurnal Infrastruktur adalah pengembangan Infrastruktur dalam bidang: Struktur; Manajemen Konstruksi; Geoteknik; Keairan; Transportasi, Pengembangan Wilayah dan Kota.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 152 Documents
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Search results for , from "2017" : 152 Documents clear
KLASIFIKASI KEMAMPUAN LAHAN DI KAWASAN KABUPATEN MANOKWARI MENGGUNAKAN SISTEM INFORMASI GEOGRAFIS (SIG) Brenda Fonataba; Prima Jiwa Osly; Irfan Ihsani
Jurnal Infrastruktur Vol 6 No 2 (2020): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v6i2.1721

Abstract

The Land is a natural resource that has limitations to accommodate human activities in land use. Utilization of land for residential land, regional development or, other land uses sometimes creates many environmental problems such as degradation of land quality and disturbance of natural balance. The increasing need for and competition in land use for regional development in Manokwari Regency requires careful thought in making decisions about the most beneficial use of limited land resources. Land Capability Classification is directed to determine the potential of land for broad land use based on suitable methods of use. The research variables used are nine Land Capability Units (LCU), namely LCU Morphology, LCU Slope Stability, LCU for Foundation Stability, LCU Water Availability, LCU Ease of Doing, LCU Against Erosion, LCU for Waste Disposal, LCU for Drainage and LCU for Natural Disasters. All LCU are analyzed using input in the form of factors limiting land capability consisting of maps of elevation, slope, soil type, rainfall, watershed, geology, natural disasters, and land use. The analysis produces an output in the form of a land capability classification map from the results of the digital spatial analysis process using a Geographical Information System (GIS).
ANALISIS DEFORMASI MAKSIMUM BANGUNAN TINGGI DENGAN SISTEM OUTRIGGER TERHADAP BEBAN ANGIN Resti Nur Arini; Fadli Kurnia; Dwi Ariyani; Soni
Jurnal Infrastruktur Vol 6 No 2 (2020): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v6i2.1736

Abstract

Outrigger structural systems are quite effective using the lateral loads on tall buildings, one of the main benefits of utilization outrigger is that it can reduce deformation and the danger of inter-story drift caused by lateral loads acting on the building. In this case, wind loads will be viewed as a lateral load because the wind load acting on tall buildings can also cause deformation of the building. The implementation of the outrigger system is viewed from different positions to see the deformation that occurs and the placement of the maximum location. The results of the analysis of wind loads reviewed on these buildings have proven that the use of outriggers in buildings can reduce displacement by 19.58%, and inter-storey drifts by 13.24%, which is applied in a position of ½ of the building height. The optimum location of the outrigger installation can also be determined by calculating the analysis of the maximum deflection that occurs on the 40th floor.
KAPASITAS STRUKTUR KOLOM PIPIH BETON BERTULANG PADA PERUMAHAN VILLA ANGGREK KOTA PEKANBARU Shanti Wahyuni Megasari; Gusneli Yanti; Zainuri
Jurnal Infrastruktur Vol 6 No 2 (2020): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v6i2.1739

Abstract

Renovation of structural buildings with additional levels of the building and changes in the function of the existing floors and strengthening of the existing columns can cause changes in the overall capacity of the building structure. Besides, the use of flat columns with the dimensions of the columns that are made flush with the walls will be better in terms of aesthetics, but the column must still be able to bear the load that works. So it is necessary to research the capacity of the flat column structure at Residential Villa Anggrek. Design and analysis of reinforced concrete building structures with the help of the ETABS v16.2.0, SAFE 16.0.1, and SPcolumn v.6.0 programs and then manually controlled based on SNI 03-2847-2013. In the implementation, 2 (two) calculations are carried out, namely on the existing structural elements and the plan structure. From the results of the analysis, it can be concluded that the capacity of the existing and planned structures that use the reinforced concrete flat column structure at the Residential Villa Anggrek, Pekanbaru City is safe to accept the load combination according to SNI 2847-2013. As well as the use of flat columns with the dimensions of the column made flat against the walls so that it will be better in terms of aesthetics but still able to bear the workload. As well as the use of flat columns with the dimensions of the column made flat against the walls so that it will be better in terms of aesthetics but still able to bear the workload.
PENGARUH ASPAL BUTON TERHADAP PROPERTIS TANAH EKSPANSIF Selvia Agustina; Gatot Rusbintardjo; Lisa Fitriyana
Jurnal Infrastruktur Vol 7 No 1 (2021): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v7i1.1923

Abstract

The strength of pavement is highly depend on the quality of the subgrade. Pavement placed on poor subgrade will require sufficient thickness to be able to withstand traffic load. If the soil where the pavement will be constructed have low strength, then some efforts must be done to increase its strength. There are three methods to increase the soil strength, first by replacing the original soil with other better soil, the second method is by thickening the layers of pavement, and the third method is by strengthening the existing soil. In this research, the third method was used. Expansive clay soil was stabilized using Button Natural Rock Asphalt (BNRA). 20% to 35% of BNRA is finely ground to pass sieve #200. The Proctor, California Bearing Ratio (CBR), direct shear, and Atterberg Limit tests are conducted. The CBR test results indicate that the CBR value increases with increasing of BNRA content. CBR values resulted from the test are 2.89%, 3.13%, 3.36%, 3.91% for BNRA content 20%, 25%, 30%, and 35% respectively, or increase 166% from the CBR value of original soil. Meanwhile, direct shear test results cohesion ‘c’ also increase. These test results indicate that BNRA can increase the strength of expansive clay, and meet the requirements to be used for subgrade pavement.
DETERMINING RIVER WATER QUALITY STATUS BASED ON THE POLLUTION INDEX METHOD AS CONTROL OF ENVIRONMENTAL QUALITY Ridwan Adi Surya; Devianto Girsang; Sahindomi Bana; Kahirun; La Ode Siwi; La Ode Midi
Jurnal Infrastruktur Vol 7 No 1 (2021): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v7i1.1945

Abstract

The rapid pace of development in Kendari has had an inevitable negative impact on environmental quality, including water quality degradation in Wanggu River. River water quality degradation is influenced by anthropogenic activities such as felling trees for land clearing, agricultural waste, and disposal of organic and inorganic waste into river bodies. These activities certainly affect the decline in the water quality of the Wanggu River. This study aims to determine the water quality status of Wanggu River based on the pollution index method. This study was conducted in September - October 2019. To find out the water sampling points, the stations were determined, namely station I, station II, and station III using the observation method. Water samples at the three stations were tested for water quality at Laboratory of Biology, Faculty of Mathematics and Natural Sciences, Halu Oleo University, to analyze physical parameters (temperature, TDS, and TSS), chemical parameters (pH, DO, BOD, COD, Nitrate, Nitrite, Oil and Fat, Detergent), and Microbiological Parameters (Total Coliform). Determination of the water quality of the Wanggu River was carried out using the Pollution Index Method. Based on the results of the Analysis of Pollution Index Method, the water samples from Wanggu River at stations I, II, and III obtained pollution index values of 1.62, 1.79, and 1.73 respectively. Therefore, the pollution index of the Wanggu River at the three stations was at a lightly polluted quality status. Besides, some parameters that did not meet quality standards included chemical parameters, namely Biological Oxygen Demand (BOD) and Dissolved Oxygen (DO), so that the water quality status of Wanggu River was classified as lightly polluted based on class 3 (three) water quality standards set by Government Regulation No. 82 of 2001.
THE IMPACTS OF ODD-EVEN RESTRICTION POLICY ON TRAVEL BEHAVIOUR Nuryani Tinumbia; Khusnul Khotimah
Jurnal Infrastruktur Vol 7 No 1 (2021): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v7i1.2079

Abstract

In order to reduce traffic congestion, the Government of DKI Jakarta has imposed vehicle restrictions by implementing an odd-even system policy. This study aims to identify travel behaviour of private car users and their perceptions of the odd-even policy. The target respondents were people who live in Jabodetabek and travel in or to the Jakarta area using private cars. Questionnaires were distributed online to the appropriate target respondents. The analysis is descriptive statistics. The result shows that the majority of car users will shift to using public transportation or using motorbikes to travel in or to Jakarta if the road sections affected by the odd-even policy are expanded. But some of them who do not want to shift modes, they prefer to avoid the applied roads. Meanwhile, for some of the users whose economic level is more than adequate will tend to buy a new car, with a different car number plate. For private care users, socialization of odd-even system policy and supervision of violators was considered effective, then the implementation of odd-even system policy on several roads is deemed effective in smoothing traffic flow than before.
TINJAUAN LITERATUR TENTANG KECERDASAN BUATAN SEBAGAI PENDEKATAN DALAM PENGENDALIAN SISTEM LALU LINTAS Jouvan Chandra Putra Pratama; Safrilah
Jurnal Infrastruktur Vol 7 No 1 (2021): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v7i1.2154

Abstract

In an effort to provide solutions to traffic problems in urban areas, several methods such as fuzzy logic, Q-learning, neural networks, internet of things, and genetic algorithms are widely applied in answering this. In addition, these approaches emphasize the optimization function which will produce a traffic signal control design that can optimize the number of vehicles in a system which has implications for reducing waiting times and the volume of the number of vehicles in waiting conditions. The next impact of this is the possibility of achieving a reduction in the level of noise and pollution caused by motorized vehicles. Based on these things, a number of the methods mentioned earlier can be categorized as an approach in preparing a design or design oriented towards the built environment and in line with the goals of sustainable development. This study is an approach to review the mechanisms that can be developed by artificial intelligence in the traffic system so that it can adapt in real time towards the conditions around it.
ANALISIS PERBANDINGAN EFISIENSI ALAT PANCANG DIESEL HAMMER DAN DROP HAMMER PADA PEKERJAAN PONDASI TIANG PANCANG DI LAHAN BASAH Candra Yuliana Candra; Retna Hapsari K; Eva Puspita Sari
Jurnal Infrastruktur Vol 7 No 2 (2021): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v7i2.1267

Abstract

The pile driving method requires the management of heavy equipment such as pile drivers as the main equipment for the construction of pile foundations. Pile driver productivity is very influential in terms of time and cost during implementation. Therefore, it is necessary to study the productivity of the pile driver by comparing the Diesel Hammer and Drop Hammer in a project. The driving work with Diesel Hammer tools produces a productivity of 17.98 m/hour, the total duration of driving is 21 points for 49 hours with equipment rental of Rp. 15.240.000,-. Meanwhile, with the Drop Hammer the productivity is 11.71 m/hour, the duration is 77 hours, the total equipment rental is Rp. 14,940,000,-. In terms of time and cost efficiency with a certain depth, there are significant time and cost differences between the two tools. Both pile drivers have advantages and disadvantages, but in terms of time and cost efficiency. Based on the time aspect, the Diesel Hammer is more efficient than the Drop Hammer, but it is necessary to consider the cost aspect.
PERBANDINGAN PERILAKU KECEPATAN BERLEBIH PENGEMUDI MOBIL DAN SEPEDA MOTOR Kardina Nawassa Setyo Ayuningtyas; Aine Kusumawati; Estiara Ellizar
Jurnal Infrastruktur Vol 7 No 2 (2021): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v7i2.1967

Abstract

Speeding is one of the main causes of road crash fatality. This research aims to compare speeding behavior between car drivers and motorcyclists in terms of speed limit knowledge, excessive speed, the reason for speeding, and recommendation. It was found that motorcyclists tend to have speed limit perception higher than the speed limit based on regulation and more often to do speeding compared to car drivers. Speeding on urban roads was more frequent compared to intercity road. The main reason for speeding is the desire to reach the destination faster and on time. Several recommendations to reduce the speeding behavior are to install a speed reduction facility on urban roads, to separat lanes for motorcycles and cars on intercity roads, and better law enforcement.
MODEL JARINGAN DISTRIBUSI AIR BERSIH DI KELURAHAN PONDOK CINA, KECAMATAN BEJI, KOTA DEPOK MENGGUNAKAN SOFTWARE EPANET 2.0 Diyanti Diyanti; Fani Yayuk Supomo
Jurnal Infrastruktur Vol 7 No 2 (2021): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v7i2.2081

Abstract

Clean water is water that can be used for daily needs, where the quality must meet health requirements. The clean water distribution network is a water distribution network whose existence is functioned to fulfill the community's water needs in a city or as groundwater conservation. The simulation model for the clean water distribution network in Pondok Cina Subdistrict, Beji District, Depok City, West Java aims to obtain a simulation of the need for clean water in the next 20 years. This modeling is done with the help of epanet 2.0 software with population projection methods, namely arithmetic, geometric, and least square methods. The next stage is to predict the need for clean water by referring to the standards set by the West Java PPSAB and the Directorate General of Human Settlements of the Ministry of Public Works and Housing, and SNI 03-1733-2004 on procedures for planning housing environments in urban areas in the technical guidelines for technical design procedures in the drinking water sector, as well as SNI 7509: 2011 concerning procedures for engineering planning of distribution networks and service units for the drinking water supply system. The results of the modeling of clean water distribution networks using the projection method accepted by the geometric method, where the prediction of the population in 2039 is 14,924 people, so it takes an average daily water of 24,53 liters / second, maximum water 26, 98 liters / second, and peak water 36,80 liters / second. The hydraulic simulation results obtained a reservoir capacity of 360 m3, type of HDPE pipe with a diameter of 5 inch primary distribution pipe, 0,5 inch secondary pipe, and 8,20 meter pump head.

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