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Contact Name
Putri Nur Dayana
Contact Email
putrinurd93@gmail.com
Phone
+62811327813
Journal Mail Official
jurnal.jifam@gmail.com
Editorial Address
Editor Journal of Infrastructure & Facility Asset Management Civil Engineering Dept., Building 2nd Floor, Room J-201 Sukalilo ITS Campus Surabaya 60111
Location
Kota surabaya,
Jawa timur
INDONESIA
Journal of Infrastructure and Facility Asset Management
ISSN : 2656890X     EISSN : 26568896     DOI : http://dx.doi.org/10.12962/jifam.v2i1.6965
Journal of Infrastructre & Facility Asset Management is aimed to develop Infrastructure & Facility Asset Management Sciences and Knowledge. This journal accepts paper contains the results of research or knowledge development in Infrastructure & Facility Asset Management from anywhere. This journal is published regularly 2 times a year, every March and September. If needed, this journal can also be published in June and December as Supplement Issue. Supplements are not of mandatory publishing. Supplements are only issued if deemed necessary.
Articles 7 Documents
Search results for , issue "Vol 4, No 2 (2022): Journal of Infrastructure " : 7 Documents clear
Reviewer Journal of Infrastructure & Facility Asset Management
Journal of Infrastructure & Facility Asset Management Vol 4, No 2 (2022): Journal of Infrastructure & Facility Asset Management
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/jifam.v4i2.14376

Abstract

Paper Writting StipulationPapers on JIFAM - The Journal of Infrastructure & Facility Asset Management Journal is regulated by general stipulation as follows.-          Papers must be a real work of the author.-          Papers has never been published in other media.-          Papers must contain discussion about Infrastructure & Facility Asset Management.-          Papers must contains a new discussion, judging based on the discussion that has been published in previous JIFAM.-          The paper has to take references from Scientific Journal with minimum of 5 papers.-          Paper lengths are limited in 8-16 pages.-          Paper Template can be downloaded on the website http://https://iptek.its.ac.id/index.php/jifamScope of TopicJIFAM accepts papers on Infrastructure & Facility Asset Management. The scope of the topic includes, but not limited to,-          I & F Function-          I & F Demand - Supply-          I & F User Behavior-          I & F Policy-          I & F Planning-          I & F Administration Aspects-          I & F Operation System-          I & F Maintenance System-          I & F Evaluation Technique-          I & F Disposal-          I & F Economical Aspect-          I & F Financial Aspect-          I & F Management Organization-          I & F Spatial Aspects and Environmental AspectsReviewerDr. Zafirah Binti Ab. Muin, Universiti Teknologi Malaysia (UTM), Johor, Malaysia.Ir. Dimas Bayu Endrayana Ph.D, Universitas Teknologi Petronas, MalaysiaMahendra A. M. ST., MT., Ph.D, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, IndonesiaDr. Ir.Hitapriya Suprayitno M.Eng, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, IndonesiaIr. Achmad Wicaksono M.Eng., Ph.D., Universitas Brawijaya (UB), Malang, IndonesiaTrihanyndio R. S. ST., MT., Ph.D, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, IndonesiaProf. Dr. Ir. Ria Asih A. S. M.Eng, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, IndonesiaDr. Farida Rachmawati ST., MT., Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia
Evaluating COVID-19 Transmission Prevention Measures in Public Rental Flats (Rusunawa) Rosyidah ‘Adilah; Prananda Navitas
Journal of Infrastructure & Facility Asset Management Vol 4, No 2 (2022): Journal of Infrastructure & Facility Asset Management
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/jifam.v4i2.14372

Abstract

Surabaya is an urbanized area with one of the highest numbers of confirmed COVID-19 cases in Indonesia. With Surabaya's healthcare system on the brink of collapse, housing is crucial in extending healthcare facilities. Therefore, adequate housing is the most prioritized prerequisite for people to cope with the transmission rate of the virus. Unfortunately, public rental flats (rusunawa) are among the most vulnerable housing types due to their high density, lack of adequate facilities, and low environmental quality. This paper presents a two-stage investigation to uncover Coronavirus transmission prevention strategies in dense urban settlements, namely in rusunawa. First, the research observes transmission prevention strategies and measures employed by rusunawa residents and managers. Second, the investigation concludes with evaluating the effectiveness of the identified strategies and measures using cross-tabulation analysis. Data for this research was collected using questionnaires distributed among rusunawa residents and managers. Results indicate that effective prevention strategies differ across vulnerability groups. Thus, research findings can potentially help stakeholders and decision-makers enhance their approach to prevent Coronavirus transmission. Not only that, but research findings can also help inform and anticipate future outbreaks.
Closure Journal of Infrastructure & Facility Asset Management
Journal of Infrastructure & Facility Asset Management Vol 4, No 2 (2022): Journal of Infrastructure & Facility Asset Management
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/jifam.v4i2.14377

Abstract

Journal of Infrastructure & Facility Asset ManagementVolume 4, Issue 1, April 2022                                         (e) ISSN 2656-8896 (P) ISSN 2656-890XJIFAM, Vol.4, Issue 1, April 2022Comparison of Embankment Reinforcement Requirements with Geotextile on Soft Soil with 2D and 3D Slope Stability Analysis Methods  Nur Arfiati Shoffiana, Yudhi Lastiasih & Trihanyndio Rendy Satrya      Evaluation of Smart Mobility Indicators in Responding COVID-19 Pandemic in Indonesia  Shanty Y. Rachmat & Ganesha G. MangkoesoebrotoGeotechnical Mapping for Soil Physical and Mechanical Parameters and Hard Soil Depth in  Badung Regency  Zefira Wisna Maulidha, Trihanyndio Rendy Satrya & Yudhi LastiasihThe Physical Integration of Smart Transportation Characteristics of Suroboyo Bus and the Feeder  Cindy Nur Aziza Rahman, Eko Budi Santoso & Siti NurlaelaThe Adequacy of Public Bus Fleet During the Covid-19 Pandemic (Case of The Transjakarta   Corridor 1 DKI Jakarta, Indonesia)   Amanda Dian W.Kusumawardani, Ibnu Syabri, Fika Novitasari & Naya C. Drestalita JIFAM, Vol.3, Issue 3, December 2021A New Approach to Estimate the Potential Assets Loss due to Dam-Break Event in Indonesia      Farrel Wiguna, Doddi Yudianto, Bobby Minola Ginting & Albert WicaksonoThe Effect of Addition RAP as Quality Improved for Hot Paved Mixtures      Irfan Zhain, Ria Asih Aryani Soemitro & Hitapriya SuprayitnoThe Socio-economic Transformations in the Peri-urban of Bandung Metropolitan Area      Yanti Budiyantini & Sheilla AlvianyThe spatiotemporal variable effects of individuals' CO2 emission in Bandung Metropolitan Areas     Dimas B.E. Dharmowijoyo & Cynthia D. MaharaniManaging the Past into Future: Materiality and Discourse on Cultural LandscapeWijaya Martokusomo     Wijaya Martokusumo       
The adequacy of Public Bus Fleet during the Covid-19 Pandemic (Case of The Transjakarta Corridor 1 DKI Jakarta, Indonesia) Amanda Dian W. Kusumawardani; Ibnu Syabri; Fika Novitasari; Naya C. Drestalita
Journal of Infrastructure & Facility Asset Management Vol 4, No 2 (2022): Journal of Infrastructure & Facility Asset Management
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/jifam.v4i2.14373

Abstract

Indonesia entered the “New Normal” era from the Covid-19 pandemic conditions in June 2020. Transjakarta is one of the public transportation used by the people of DKI Jakarta. With the beginning of the “New Normal” condition, people will start using public transportation such as Transjakarta. The quality of service that is reflected in the adequacy level of Transjakarta modes can endanger the health of the users of the modes. This study emphasized to identify the adequacy of the public bus fleet during the Covid-19 Pandemic. The location chosen in this study is the Transjakarta Corridor 1 (Blok M - Kota) bus, DKI Jakarta Province, Indonesia. This supply-demand analysis was conducted to determine the needs of Transjakarta Corridor 1 (Blok M - Kota) buses based on several calculation scenarios. Based on the results of the analysis, when the scenario has a maximum transport capacity of 75%, the articulated bus fleet has been able to meet its needs, while the single / maxi bus has not been able to meet the needs. The results obtained suggest both government and PT Transjakarta need to address passengers' perceptions of safety, through increasing the number of bus fleets, frequency of services, and bus headway.
Comparison of Embankment Reinforcement Requirements with Geotextile on Soft Soil with 2D and 3D Slope Stability Analysis Methods Nur ‘ Arfiati Shoffiana; Yudhi Lastiasih; Trihanyndio Rendy Satrya
Journal of Infrastructure & Facility Asset Management Vol 4, No 2 (2022): Journal of Infrastructure & Facility Asset Management
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/jifam.v4i2.14369

Abstract

Slope stability analysis is very important in slope design so it can manage and maintain the infrastructure assets. If the slope is unstable, it can damage the infrastructure around the slope. The method commonly used in slope stability analysis is 2D modeling which assumes the length of the landslide area is not limited or continuous. In fact, landslides that occur in the field are limited and not continuous, so 3D modeling is more suitable than 2D modeling. 3D slope stability analysis has been developed by various researchers. Most of the results of previous studies stated that the 3D and 2D factor of safety ratio was more than one for cohesive soils and less than one for non-cohesive soils. This safety factor affects the amount of reinforcement needed. Differences in 2D and 3D safety factors will cause differences in the amount of reinforcement needed. Therefore, this study was conducted to determine the differences in the 2D and 3D slope stability analysis result. Slope stability analysis was carried out using LEM, where the 2D slope stability used the Fellenius method while the 3D slope stability used the Hovland method. Calculate the required reinforcement amount using geotextiles with Tult = 250 kN/m. The results obtained from this study are the 2D safety factor is smaller than the 3D safety factor. The 3D and 2D safety factor ratios range from 1.09 – 1.397. While the amount of reinforcement required in the 3D analysis is less than in the 2D analysis with the ratio of 3D and 2D reinforcement requirements ranging from 0.5 to 0.955 depending on the width and height of the embankment.
Evaluation of Smart Mobility Indicators in Responding COVID-19 Pandemic in Indonesia Shanty Y. Rachmat; Ganesha G. Mangkoesoebroto
Journal of Infrastructure & Facility Asset Management Vol 4, No 2 (2022): Journal of Infrastructure & Facility Asset Management
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/jifam.v4i2.14370

Abstract

The COVID-19 outbreak cuts the number of trips and people’s movement during the day. Not only because of the community’s awareness for the disease transmission but also because of the enforcement from the government to apply the mobility policy. This changing trip behavior is predicted to happen throughout the time of pandemic and post-pandemic. On the contrary, when mobility is decreasing, the role of ICT in community activities is increasing. This condition leads to an interesting question for the smart city, especially the smart mobility concept, whether the smart mobility concept has been properly addressed and responded to the pandemic and post-pandemic era or not. This paper aims to explore how far smart mobility planning has been applied by local governments in Indonesia, especially in response to community activity during the pandemic era. Our approach in this paper is a qualitative study in evaluating online local government planning documents as our main data. We choose the study cases in three cities that got high tier ranks in the smart city awards in 2019 (based on Rating Kota Cerdas Indonesia/Indonesia’s Smart Cities Rating), which are Semarang, Samarinda, Magelang. We review literature on smart mobility indicators and those smart mobility indicators used in planning documents. Then, we evaluate the relevance of those indicators to the condition of pandemic and post pandemic era. We found that smart mobility indicators have not been received much concern as the main aspect of smart city in Indonesia.
Geotechnical Mapping for Soil Physical and Mechanical Parameters and Hard Soil Depth in Badung Regency Zefira Wisna Maulidha; Trihanyndio Rendy Satrya; Yudhi Lastiasih
Journal of Infrastructure & Facility Asset Management Vol 4, No 2 (2022): Journal of Infrastructure & Facility Asset Management
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/jifam.v4i2.14371

Abstract

The infrastructure is important for the great life of a region and most of the country. Therefore, infrastructure  must be always in proper condition in its functionality. Furthermore, it must follow the main principle which is infrastructure asset management. In this case, geotechnical mapping is also related to the principles of Infrastructure Asset Management in planning, designing, and feasibility studies of an infrastructure project in Badung Regency, hence the infrastructure projects are better prepared. The research methods include collecting soil investigation data, processing soil investigation data, describing the results of soil investigation data with mapping tools, and geotechnical zoning with statistical analysis. The results obtain geotechnical map of Badung Regency in 2 and 3-dimensional form. The 2D results in the form of a hard soil depth map can be concluded that South Kuta District has a variation depth of 0.4 – 15 meters, North Kuta District has a variation depth of 1.5 – 5 meters, Kuta District has a variation depth of 1.5 – 10 meters, Mengwi District has a variation depth of 1.5 – 10 meters, Abiansemal District has a variation depth of 5-15 meters, Petang District has a variation depth of 5-22 meters. The 3D Zone 1 lithology map can be concluded that Zone 1 area covered with hard soil depth around 5 – 10 meter is dominated by sandy silt, silty sand, sand and a little clayey silt. That area covered with hard soil depth about 1.5 – 5 meter is dominated by clay, clayey silt, sandy silt, silty sand and sand with heterogeneous distribution. The Zone 1 area is dominated by the specific volume saturated value (γsat) range of 1.5 – 2.0 t/m3. The values > 2.0 t / m3 is found in Sading area with hard soil depth of 5-10 meters. The Zone 1 area is dominated by the range of N-SPT values = 0 - 30. The N-SPT values > 30 are found in Sading area with hard soil depth 5-10 meters.

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