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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 203 Documents
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Analysis of the Effect of Earthquake Loads on the Response of Cable Stayed Bridges Multilawati Nasution
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7466

Abstract

Barella bridge is a type of cable stayed bridge in Indonesia. According to the cable arrangement pattern, cable stayed bridges are divided into three types, namely radial type, harp type, and fan type. On cable stayed bridges, dynamic analysis is needed so that the bridge is categorized as safe. One of the loads used in dynamic analysis is the earthquake load. Earthquake is a physical phenomenon characterized by vibrations on the earth's surface with various intensities. The earthquake itself is divided into two, namely horizontal earthquakes and vertical earthquakes. In this case study, the earthquake load is input for the padang area zone in the time history and the software used is SAP 2000 to calculate the response on both the girder and pylon. This research found the influence of vertical earthquake loads and horizontal earthquake loads on the response of cable stayed bridges, especially the displacement and tension of the cables.
Analysis of the Volume of Excavation and Stockpiling in the Bicycle Path Development Works jl. RE. Martadinata Batam Using the Elevation Difference Method with Contractor Calculations Yustika Irawati Simbolon; Ade Jaya Saputra
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7640

Abstract

In eartgworks there are othe sub-works including ordinary excavation work, ordinary embankment from excavated sources, selected embankment from excavated sources, preparation of bicycle lane bodies, and cones. In this final project the author tries to make a comprasion of the volume of excavation and embankment. The outhor uses the AutoCAD Software application to a calculate the area, pours the result of the area calculation into Microsoft Excel to calculate the volume of excavations and embankments and uses the AutoCAD application to visualize excavations and embankments. Based on the result of research concudated by the author, the authors conclude that there is a significant difference in volume result from those obtained by the author using the AutoCAD application with the volume results that have been carried out by the implementing contractor. For the result of excavation volume, the volume obtained by the author is smaller than the volume calculated by the implementing contractor, namely the volume comparison value is 614.65 m3 : 756.84 m3. For the volume of embankment, the volume obtained by the author is smaller than the volume calculated by the implementing contractor, namely the comparasion value is 1.189,3875 m3 : 1.439,76 m3.
The Pavement Condition Index Functional Evaluation of Runway Pavement Used Pavement Condition Index (PCI) Method (Case Study : Fatmawati Soekarno Airport Provinsi Bengkulu) Tody Amanah
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7660

Abstract

Maintenance of air transportation infrastructure, in the pavement system section at Fatmawati Airport, Bengkulu Province and other airports in Indonesia, must had high performance, safety, security, reliability and sustainability. Routine inspection activities at major airports in Indonesia usually use the Pavement Condition Index (PCI) method as a parameter. This journal examines handling costs, handling periods and the minimum based on the reduction in PCI values due to existing traffic loads by building several types of handling scenarios. In addition, it also evaluates the structural performance of the runway pavement. The results of the PCI value analysis show that it is decreasing every year. This decline prediction used forecasting from previously obtained data. For 2016 the PCI value obtained was 89 (satisfactory), 2017 was 83 (satisfactory), and 2018 was 73 (sufficient). Based on the PCI value of 3 years and the growth in aircraft traffic, the impairment can be calculated by modeling the equation. The PCI prediction value in 2019 is 66 (fair), the PCI value in 2020 is 60 (fair), and the PCI value in 2021 is 54 (poor). It can be concluded that the increasing growth of aircraft traffic with routine maintenance will make the PCI value on the runway pavement decrease every year.
The Effect of Strength of Asphalt Mixes with The Addition of Brick Ash as a Replacement of Filler in AC-WC Mixture Akbar Indrawan Saudi; Nur Okviani; 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

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 Traffic Flow at Unsignalized Intersections (Mandala intersection Street to Raya Tlanakan Street, Pamekasan Regency) Fairus Zabadi
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7774

Abstract

Traffic problems are often found in big cities or small towns, one of which is Pamekasan Regency. Traffic jams often occur at the intersection with no signal, the intersection of Jl. Mandala – Jl. Raya Tlanakan Pamekasan City. Intersections are an integral part of all road systems. The performance of the intersection often decreases which has an impact on road users due to vehicle queues, decreased speed, decreased environmental quality and increased delays. The benchmarks for evaluating the performance of intersections are capacity, queuing opportunities, intersection delays and degrees of saturation. The results of the analysis of the performance of the intersection obtained a maximum capacity value (C) of 2257.83 pcu/hour not more than the basic capacity (Co = 2700 pcu/hour). This shows that the lowest capacity classification occurs on Thursday, December 8, 2022 at 18.00 – 21.00 WIB, while the highest DS (Degree of Saturation) value is 0.63 and the largest intersection delay (D) is 19.17 sec/ SMP occurs on Thursday, December 8, 2022 at 06.00 – 10.00 WIB. Based on these results it can be seen that the capacity at the intersection of Jl. Mandala – Jl. Raya Tlanakan Pamekasan City is still feasible to accommodate the traffic volume, because it is smaller than the basic capacity of the intersection. To overcome the problem of congestion at intersections, generally during working hours or during peak hours, security and supervision from related parties are needed
Productivity Analysis of Construction Workers During The Tobacco Growing Season in Sampang Regency Dedy Asmaroni; Fairuz Zabadi
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7776

Abstract

Labor productivity is one of the main elements in determining the successful implementation of a construction project, one of the jobs that require a productive workforce is Fc' 25 Mpa Wiremesh Cement Concrete Pavement (M8). This research was conducted with the aim of knowing the level of productivity in Cement Concrete Pavement Fc' 25 Mpa Wiremesh and then compared with AHSP Bina Marga 2022 or Permen PUPR RI No. 1 of 2022 and mentions the solutions provided to the obstacles in the field during the implementation of the Fc' 25 Mpa Wiremesh Cement Concrete Pavement project in the field. The results obtained from the average calculation of the analysis of the work productivity of Cement Concrete Pavement Fc' 25 Mpa Wiremesh on the Karang Dalem – Patarongan Road Improvement project in Sampang District obtained the calculation results of 30.77 m3/OH for the foreman and 30.81 m3/ OH for workers, while the calculation of AHSP Bina Marga 2022 yields 20.75 m3/OH for foremen and 33.43 m3/OH for workers. In the Torjun – Pangarengan Road Improvement project in Torjun District, the calculations obtained results of 31.94 m3/OH for the foreman and 32.10 m3/OH for the workers, while the 2022 AHSP Bina Marga calculation obtained results of 20.75 m3/OH for the foreman and 37, 05 m3/OH for workers. Furthermore, in the East Tobai – Poreh Road Improvement project in Sokobanah District, the calculation results obtained were 20.32 m3/OH for foremen and 20.30 m3/OH for workers, while the 2022 AHSP Bina Marga calculations obtained results of 20.75 m3/OH for foremen and 32.27 m3/OH for workers. In general, the obstacles encountered in the implementation of the concrete road project in Sampang district during the tobacco growing season were the hot weather, labor motivation, and the distance of the cast supplier from the project work location.
Analysis of Land Subsidence (Case Study: Kenagarian Bancah Batu Balang Kabupaten Lima Puluh Kota Road) Elvi Syamsuir; Fatma Ira Wahyuni; Dio Dio; Ramacos Fardela
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7810

Abstract

The term land subsidence denotes the collapse of a building due to compression and deformation of the soil layer beneath the building. Settlement will occur if a layer of soil is loaded, settlement is also influenced by the distribution of soft soil or clay found below the surface on alluvial plains. In this case, the West Sumatra-Riau Jorong Bancah Kenagarian Batu Balang road, Kabupaten Lima Puluh Kota, is one of the areas traversed for the construction of the West Sumatra-Riau cross road. This road is included in the category of primary local roads with a road width of 6 m. Currently, the physical condition of the West Sumatra-Riau Jorong Bancah Kenagarian Batu Balang road, Kabupaten Lima Puluh Kota, has been repaired and some has not been repaired. The road in Bancah includes the Payakumbuh – Tanjung Pati ring road, which is used by the local community and trucks to speed up the road. Based on this, a study was carried out to determine the condition of the soil on the road. This research was conducted by taking samples at the research location and then determining the water content, specific gravity, density and finally the California Bearing Ratio (CBR). The average water content for undisturbed samples was found to be 30.98%. Based on the test results, it was found that the average soil density was 1.10 gr/cm³, so it can be concluded that the soil tested was a type of clay. Furthermore, the results of testing the soil density obtained dry specific gravity, the maximum ɤd is 2.83 t/m and the optimum moisture content is 16%. The density obtained from the results of testing in the Civil Engineering Laboratory of STT Payakumbuh is the average soil density: 2.59 gr/cm³ which is categorized as soft soil. The results of laboratory CBR testing found that the average CBR of soil was 5.27%. This shows that the land is not suitable for use for construction if the minimum standard is 6%.
Assessment of the Multipurpose Building of Sekolah Tinggi Teknologi Payakumbuh Astuti Masdar; Zuly Nelriska Wati; Umar Khatab; Anita Dewi Masdar; Noviarti Noviarti
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7825

Abstract

Sekolah Tinggi Teknologi Payakumbuh multi-purpose building is planned to have 3 floors with different functions on each floor. In the existing conditions this building still consists of 2 floors with the function of the 1st floor as a Civil Engineering Laboratory and the 2nd floor as a hall. The construction is carried out in stages and there are changes to the function of the building so that before continuing construction it is necessary to carry out an assessment to determine the impact of the conversion of the building on the feasibility of the multi-purpose building structure. The method used in this research is a quantitative method through visual assessment and technical assessment using testing equipment. Based on the results of the visual assessment, it was known that the categories of damage that occurred were structural and non-structural damage. Structural category II (minor) damage that occurs, namely fine cracks in several parts of the beam and stains on several beams, then non-structural Sek category I (minor) damage that occurs, namely fine cracks in several parts of the wall and stains in several parts of the wall . From the results of the technical assessment, namely the sondir results obtained the depth of hard soil is at a depth of 7 meters, while from the results of the Hammer Test obtained the average compressive strength for the structural components of the columns, beams and plates are fc' = 20.3 MPa, fc' = 20.7 MPa and fc' = 23.2 MPa respectively. The results of the building capacity analysis show that the construction cannot be continued to 3 floors considering that the building load for the 3-story condition exceeds the ability of the building capacity in the existing condition.
Feasibility Study of Housing Project Investment in Batam Center Sheera Shaviera; Mulia Pamadi; Amanatullah Savitri
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7844

Abstract

With population growth, the need for housing as a living space continues to grow in both urban and rural areas. An individual's housing needs vary according to personal and financial circumstances. Before starting construction, a feasibility study should be conducted. The purpose of the analysis is to positively and negatively assess the feasibility of the project in all aspects such as customer satisfaction, expectations and requirement assessment. The analysis is carried out after collecting data, such as plan drawings, budget, and cash flow plans. The feasibility analysis in this report is seen from the technical and financial aspects. In the aspect of technical feasibility seen from the value of KDB and KLB. In terms of financial feasibility seen from the NPV, IRR, PI, and PP value. The KDB value is 42.43% < 60% and the KLB value is 60% £ 60%, with a positive NPV of IDR 31,221,998,389.25, an IRR of 22.41% where the NPV value is zero, PP 2 years < 5 years investment period, and PI 1.22 > 1, it can be said that this project is feasible in technical and financial aspects.
Analysis of Human Factors that Influence Contractors' Risk Management Attitudes in Sumatra Island in Construction Projects Lisherly Reginancy Debataraja
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.v4i2.8575

Abstract

Project risk assessment serves as an effective tool for overseeing cost, and time, and achieving technical performance in construction projects. The construction industry frequently contends with various uncertainties, which can lead to potential risks such as delays, cost overruns, and compromised quality in building and road construction ventures. Consequently, adept project risk management becomes crucial in the decision-making process of construction companies, ultimately determining project success or failure. This paper aims to assess the prioritize the specific factors influencing contractors' risk attitudes in these companies. The study employed simple random sampling under probability techniques. Data collection involved a thorough review of pertinent literature and the use of a questionnaire employing a five-point Likert scale ranging from (1) very low/very disagree to (5) very high/very agree. The sample size used for analysis was 47 companies, with a particular focus on the Sumatra construction companies. This study was analyzed using Statistical Package for Social Science (SPSS) version 23.0 for Microsoft Windows and a reliability test with Cronbach's alpha. The finding of this study is primary factors influencing contractors' risk attitudes are as follows: educational background, physical health, emotional intelligence, work experience, and professional competence, The results of this research can provide decision-makers with valuable insights into strategies for effectively managing contractors' risk attitudes, thus furnishing stakeholders with the requisite knowledge to enhance risk management performance within the Sumatera construction companies.

Page 14 of 21 | Total Record : 203

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