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Contact Name
Dyah Nurwidyaningrum
Contact Email
arceejournal@pnj.ac.id
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+628128426071
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arceejournal@pnj.ac.id
Editorial Address
Gedung J Jurusan Teknik Sipil Politeknik Negeri Jakarta Jalan Prof G.A. Siwabessy 16425 Kampus UI Kukusan Depok Jawa Barat Indonesi
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INDONESIA
APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE)
ISSN : -     EISSN : 27146553     DOI : https://doi.org/10.32722/arcee.v2i01
The proposed articles can come from the fields of material, structure, geotechnical, construction management, water resources, and environment, transportation, and implementation method & health and safety work in planning, operating, evaluating, and maintenance of building, bridge, and environment.
Articles 5 Documents
Search results for , issue "Vol. 2 No. 02 (2021): Variety of Case Study" : 5 Documents clear
Couple Construction Model as an Alternative of Improvement Method Due to Failure and Defect of Cohesion Parameter (C) Mustaffa Anjang Ahmad; Putera Agung Maha Agung; Yuwono Yuwono; Saiful Azhar Ahmad Tajudin
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 2 No. 02 (2021): Variety of Case Study
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v2i02.3113

Abstract

Road or highway system as an important part for development infrastructure program is a very critical and crucial problem for increasing the people's economic resources. Traffic of people and goods would have some disturbances if the road service damaged. One of main problems out of order the road is a groundwater movement in uncontrolled condition at study area. Therefore, a method of ground improvement has to be implemented at the road margin area. This study is going to focus on a couple model of construction systems implemented to avoid all slope sliding factors. From some laboratory and field data observations, clay layers as soil foundation during the road life time service plan at the study site indicated that there were some reductions of soil shear strength due to cohesion (c) values decreased. Fast alteration of water content (w) was the main cause of failure and defect of cohesion parameter, especially for expansive soil layers. From stability analysis using some geotechnical data and calculated by PLAXIS application software, the existing slope sliding was found in unsafe condition with safety factor (SF) ≤ 1.25. However, one option of design criteria using a couple construction model was obtained the better of safety factor with (SF) > 1.25.
Identification of Precast Parapet Work Activities in Elevated Railway Construction Pungky Dharma Saputra
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 2 No. 02 (2021): Variety of Case Study
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v2i02.3416

Abstract

Railway infrastructure development is very massive in Indonesia. Many projects have been constructing since 2013, such as the Mass Rapid Transit (MRT), Light Rail Transit (LRT), Double-Double Track (DDT), and High-Speed Rail (HSR). And all of these projects were design with elevated structures. When applying precast parapet panel technology in the MRT project elevated section, the contractor didn’t have a reference for precast parapet work activities. Hence, it required new planning for its construction and took time. The project sample of this research was MRT Jakarta CP 103 Project. There were three stages in this research starting from documentation analysis, expert judgment, and respondent survey. There were 5 bridge construction experts and 30 respondents which were professional engineers asked for their recommendations and opinions. Descriptive analysis was applied to know the percentage of opinions. This research focuses on identifying precast parapet activities in elevated railway construction project. There are 14 activities that had been identified in this research, namely preparation, position survey, adjustment material installation, precast parapet panel shifting from trailer to the top of deck slab, precast parapet panel distribution, precast parapet panel installation, rebar parapet installation for concrete stitch, sealing work, concrete casting, formwork dismantling, and finishing. These activities will be very useful for similar precast parapet works in a future project.
Improving The Performance of Asphalt Concrete Mixtures With Polymer Asphalt in Submerged Floods Yanuar Setiawan; Erlina Yanuarini; Nunung Martina; Muhammad Fathur Rouf Hasan; Rinawati Rinawati
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 2 No. 02 (2021): Variety of Case Study
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v2i02.3628

Abstract

The road conditions which is always submerged can reduce the performance of the asphalt pavement. This research was conducted to obtain the characteristics of polymer asphalt concrete against flooding. Marshall testing was carried out on conventional and polymer asphalt concrete with optimum asphalt content treated with water immersion in variations of 0 days, 0.5 days, 1 day, 2 days, and 4 days. The results show polymer asphalt can improve the durability of asphalt concrete which is submerged in floodwater. This is indicated by the difference in the stability value of 113% in the variation of immersion for 4 days.
Assessment On Transit Oriented Development Pondok Cina According to GBCI Ria Ayu Rahmawati; R. Agus Murdiyoto
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 2 No. 02 (2021): Variety of Case Study
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v2i02.3630

Abstract

TOD is designed for public transport passengers and pedestrians to provide comfort and safety in creating a healthy lifestyle. Green Building Council Indonesia (GBCI) is needed as a reference and assessment to optimize building design. The purpose of this paper is to determine the extent of the green building concept applied, calculate the met and unmet Greenship criteria, also measure the GBCI Greenship predicate obtained. The data collection method used is project data and data analysis with the index scale method on Greenship New Building version 1.2. The results showed that in Appropriate Land Use categories credit are 11 points of 17 maximum points with percentage 64,71%, the Efficiency and Energy Conservation categories credit is 1 point of 26 maximum points with percentage 3,85%, the Water Conservation categories credit are 9 points of 21 maximum points with percentage 42,86%, the Source and Material Cycle categories credit are 2 points of 2 maximum points with percentage 100%, the Health and Safety Space categories credit are 4 points of 5 maximum points with percentage 80%, and the Building Environmental Management categories credit are 4 points of 6 maximum points with percentage 66,67%. The final results of TOD Pondok Cina Project are 31 points of 77 maximum points with percentage 40,26% which categorized as Building with Bronze predicate.
Comparison of Analysis Between Rectangular and Circular Overhead Water Tank Latha M S
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 2 No. 02 (2021): Variety of Case Study
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v2i02.3646

Abstract

Water tank is a container used for the storing of liquids and they are classified based on shape and location. The overhead tank is an important and it is very common public utility structure. The study predicts the analysis and design of the rectangular and circular overhead water tank using ETABS software. The water tank is modeled and analyzed by using dynamic analysis to resist lateral loads and design is made using working stress method manually. Dead load, live load, wind load and seismic loads are applied based on IS codes. The behavior of structure for the parameters like Story drift, displacement, stiffness, deflection, storey shear, base shear, area of steel and hoop tension for circular and rectangular water tank are studied and then comparison of the results is made between circular and rectangular overhead water tank. By this study we say that the circular water tank is suitable for larger capacity and rectangular is suitable for smaller capacity and it is economical for larger capacity.

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