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Yusra Aulia Sari
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Journal of Civil Engineering and Planning (JCEP)
Published by Universitas Internasional Batam
ISSN : -     EISSN : 27466299     DOI : http://dx.doi.org/10.37253/jcep.v1i2.725
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Transportation
JCEP is an article about research activities with the theme of study of Civil Engineering. Published articles are findings or reflections from research activities that are disseminated for practice by relevant stakeholders. Dissemination in articles published by JCEP is not limited to ideas, methods and material objects, but also includes elements of capacity building for stakeholders in identifying and solving various problems to develop Civil Engineering. JCEP covers topics related to science, analysis, development, intervention, modeling and design of communities, cities and regions including: 1. Structure 2. Geotechnical 3. Transportation 4. Water Resources 5. Construction Management. 6. Environmental 7. Urban Planning 8. Material
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 18 Documents
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Search results for , issue "Vol. 4 No. 2 (2023)" : 18 Documents clear
Study of Drinking Water Supply System Development Planning in Dusun Tuti, North Lombok Regency, Indonesia Ari Ramadhan Hidayat; Muhammad Khalis Ilmi
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8811

Abstract

Dusun Tuti is part of the administrative area of ​​Sokong Village, Tanjung District, North Lombok Regency. Tuti Hamlet has a population of 596 people spread across 5 (five) RT. Currently, meeting the need for clean water in Tuti Hamlet uses several drilled wells that are still functioning. In total there are 5 locations for drilled wells. However, currently only 2 drilled wells can operate and are unable to serve the amount of clean water needed in Tuti Hamlet. This is due to the absence of an adequate drinking water supply system network to distribute water originating from several drilled wells that are still operating. Therefore, it is necessary to plan the development of a drinking water supply system (SPAM) in Tuti Hamlet to overcome this problem. The aim of this research is to calculate the projected clean water needs in Tuti Hamlet for the next 15 years and plan the clean water piping network so that the clean water needs of the Tuti Hamlet community can be met. Population projections to determine the projected need for clean water using arithmetic methods. The population projection results show that the population in 2038 will be 920 people with an average need for clean water of 0.11 liters/second. The main distribution network system development plan in 2022-2038 uses 2 inch diameter PVC pipes for 450 m, 1.5 inch diameter PVC pipes for 3000 m and 0.5 inch diameter PVC pipes for 3600 m.
Geoelectric Method for Groundwater Identification in Pangkalarang Irene Tresna Wiati; Eka Wahyuningsih
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8816

Abstract

Meeting the need for clean water is one of the supporting conditions for creating good public health. Clean water can be obtained from several sources, including ground water, river water, dug well water, and so on. Likewise, people in the Pangkalarang area are experiencing a clean water crisis. They have difficulty getting clean water and can only rely on dug well water which is brownish red in color, similar to tea water and has a slight metallic smell. And of course this water is not suitable for consumption and can only be used for watering plants, washing clothes and bathing. The condition of clean water may be influenced by the condition of the Pangkalarang area which has swamps and is a coastal area, so it is possible that water pollution from dug wells may occur. The Pangkalarang area has a source of clean water in the form of groundwater whose existence needs to be known to make it easier for the community to determine the position of the drilled well. Therefore, researchers consider it necessary to investigate the existence of groundwater which is a source of clean water using Geoelectric methods in the Pangkalarang area. This Geoelectric method uses a Schlumberger electrode configuration to obtain information on the position and depth of the aquifer. This electrode configuration has the advantage of good vertical resolution so that it can represent groundwater depth conditions in detail along with information on the types of silt or rock layers in or around the aquifer. The results of observations and research data processing using IPI2Win software show that there is a very Geoelectric point position that can be used as a reference for determining the drilled well point, namely at a depth of 87 m it is estimated that water can be found, but it is still very likely to be mixed with sea water. Therefore, researchers recommend that groundwater drilling be carried out to a depth of 87 - 164 meters.
Performance Analysis of Signalized Intersections on Jalan Trunojoyo - Jalan Teja Pamekasan Using The 2014 PKJI Method Fairus Zabadi Fairus; Wahyu Yuwana
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8878

Abstract

Pamekasan is one of the districts currently developing on Madura Island. This is characterized by a strategic location and also being the center of the crowd. The aim of this research is to determine the performance of signalized intersections on Jalan Trunojoyo - Jalan Teja Pamekasan as well as alternatives for dealing with problems at these intersections using the PKJI 2014 method. This method is used to determine the performance of signalized intersections, namely capacity, queue length, delays and degree of saturation. From the results of the analysis and calculation of the capacity value on Jalan Trunojoyo it is 1789.18 cur/hour while on Jalan Teja it is 227.31 cur/hour, from the results of the analysis and calculation the value of the queue length on Jalan Trunojoyo is 4.9m while on Jalan Teja it is 3.4m. The results of the analysis and calculation of the delay value on Jalan Trunojoyo are 2.72 seconds/cur while on Jalan Teja it is 24.2 seconds/cur, from the results of the analysis and calculation of the value of the degree of saturation on Jalan Trunojoyo it is 0.36 while on Jalan Teja it is 0.36. The alternative is to change the two phases of the road from the south of Trunojoyo and from the west of Teja during peak hours so as to reduce congestion and delays that occur on the road.
Analysis of Flooding Potential Using ARC-GIS in Ranai Island, Natuna Regency Deon Libora; Ade Jaya Saputra
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Flood is a problem that occurs frequently on Ranai Island, Natuna Regency, especially in the last three years namely 2021, 2022, and 2023, where 2022 recorded the most severe flood among them. The data used in this study includes Digital Elevation Model (DEM), Landcover data, Slope data, and Precipitation data, all of which are secondary data. This study aims to analyze the potential of flood inundation using ArcGIS on Ranai Island, Natuna Regency. The research focuses on the use of ArcGIS 10.8 application as the sole platform for analysis. The Weighted Sum analysis method is used to combine data from various sources to map areas that are potentially prone to flood inundation. The research results in a flood inundation map indicating flood-prone areas. The research findings also indicate that flood-inundated areas in previous years are indeed located in flood-prone areas. This map is expected to provide valuable information for urban planning and hydrological analysis, as well as to serve as a guide in flood disaster mitigation efforts on Ranai Island. The conclusion of this research emphasizes the importance of mapping the potential of flood inundation as an initial step in facing flood risks in the future. The flood inundation map produced is expected to be an effective tool for stakeholders in making decisions related to urban planning and natural resource management on Ranai Island, Natuna Regency.
Bored Pile Foundation Planning for 7 Level Story Low-Rise Apartment in Silty Clay Soil in Cakung Area East Jakarta Ivana Vianca; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The lower structure has a role to maintain the stability of the structure of the building and is the most vital thing in building planning. The substructure itself is one of the foundations. Foundation is defined as the lowest part of the building that functions to transmit the load of the building to the soil or rocks below it. The purpose of this research is to plan the pile foundation in the low-rise apartment and plan the required budget. Based on the soil investigation, it was found that the soil type was dominated by silty clay. The foundation is planned to use bored pile with a diameter of 0.7 m with a depth of 20 m on sample bore hole 02 and 15 m on sample bore hole 03. The ultimate axial bearing capacity calculation using the Meyerhof method is obtained at 492.162 tons in bore hole 02 and 677,195 tons in bore hole 03, with a permit axial capacity of 196.865 tons on bore hole 02 and 270,878 tons on bore hole 03. The calculation of single pile settlement using the Semi-Empirical Method is obtained at bore hole 02 of 0.025 m and on bore hole 03 of 0.021 m with an immediate settlement calculation at pile group using the Vesic Method is in the range of 2,946 – 5,140 m. The pile cap design obtained consists of three pile configurations, namely 2, 4 and 8 piles.
The Effect of Strength of Asphalt Mixes with The Addition of Brick Ash as a Replacement of Filler in AC-WC Mixture Saudi, Akbar Indrawan; Okviani, Nur; Nurfaizah, Nurfaizah
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.7752

Abstract

Environmental issues related to waste from brick manufacturers are issues that need further attention. Nowadays, a lot of research has been carried out on the use of waste materials regarding their benefits in the field of construction projects, especially in concrete mixtures. With the hope that the issue of environmental problems related to the lack of handling of industrial waste can be a solution to overcome the challenges of the availability and price of conventional materials used in construction projects nowdays. In this research, a study was conducted to determine the impact of using brick ash as a filler on the Asphalt Concrete-Wearing Course (AC-WC) pavement layer which functions as a wear layer, by using the Marshall tool test and the parameters used to measure the performance of the asphalt mixture, such as VIM, VFB and MQ values. The research method uses a laboratory testing approach at PT. Bumi Karsa and uses local materials originating from West Sulawesi Province. The use of variations in the addition of brick ash content of 1%, 2%, 3%, 4% and 5% resulted in the optimum asphalt content value of 6.15% in the planning of the AC-WC mixture and soaked for 30 minutes. From the test results it was found that the effect of adding brick ash as a filler on the stability and flow values gets a high value if the content limit at variation 3%. In other parameter values some cannot be used because the results obtained on several parameters do not meet the requirements specified in the 2018 Bina Marga Specifications for Division 6 Road works.
Analysis of Flooding Potential Using ARC-GIS in Ranai Island, Natuna Regency Libora, Deon; Ade Jaya Saputra
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.9063

Abstract

Flood is a problem that occurs frequently on Ranai Island, Natuna Regency, especially in the last three years namely 2021, 2022, and 2023, where 2022 recorded the most severe flood among them. The data used in this study includes Digital Elevation Model (DEM), Landcover data, Slope data, and Precipitation data, all of which are secondary data. This study aims to analyze the potential of flood inundation using ArcGIS on Ranai Island, Natuna Regency. The research focuses on the use of ArcGIS 10.8 application as the sole platform for analysis. The Weighted Sum analysis method is used to combine data from various sources to map areas that are potentially prone to flood inundation. The research results in a flood inundation map indicating flood-prone areas. The research findings also indicate that flood-inundated areas in previous years are indeed located in flood-prone areas. This map is expected to provide valuable information for urban planning and hydrological analysis, as well as to serve as a guide in flood disaster mitigation efforts on Ranai Island. The conclusion of this research emphasizes the importance of mapping the potential of flood inundation as an initial step in facing flood risks in the future. The flood inundation map produced is expected to be an effective tool for stakeholders in making decisions related to urban planning and natural resource management on Ranai Island, Natuna Regency.
Bored Pile Foundation Planning for 7 Level Story Low-Rise Apartment in Silty Clay Soil in Cakung Area East Jakarta Ivana Vianca; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.9068

Abstract

The lower structure has a role to maintain the stability of the structure of the building and is the most vital thing in building planning. The substructure itself is one of the foundations. Foundation is defined as the lowest part of the building that functions to transmit the load of the building to the soil or rocks below it. The purpose of this research is to plan the pile foundation in the low-rise apartment and plan the required budget. Based on the soil investigation, it was found that the soil type was dominated by silty clay. The foundation is planned to use bored pile with a diameter of 0.7 m with a depth of 20 m on sample bore hole 02 and 15 m on sample bore hole 03. The ultimate axial bearing capacity calculation using the Meyerhof method is obtained at 492.162 tons in bore hole 02 and 677,195 tons in bore hole 03, with a permit axial capacity of 196.865 tons on bore hole 02 and 270,878 tons on bore hole 03. The calculation of single pile settlement using the Semi-Empirical Method is obtained at bore hole 02 of 0.025 m and on bore hole 03 of 0.021 m with an immediate settlement calculation at pile group using the Vesic Method is in the range of 2,946 – 5,140 m. The pile cap design obtained consists of three pile configurations, namely 2, 4 and 8 piles.

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