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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 203 Documents
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Stability Analysis of Laston AC-WC Using K-250 Quality Waste Concrete as Coarse Aggregate Raffles Raffles; Usmanul Hayadi Umar
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.v4i1.733

Abstract

The construction of the highway is generally in the form of asphalt and aggregate mixing which is then referred to as flexible pavement. Asphalt Concrete layer (AC) is the surface layer of the structure of the highway that provides comfort in driving also serves to withstand the loads of repetitive traffic due to passing vehicles. Concrete waste is very easy to find in road demolition and laboratory test results waste. The purpose of this study is to analyze whether the use of K-250 quality concrete waste from laboratory test results waste in the form of cube waste used as coarse aggregate in AC-WC pavement mixing fulfill in Bina Marga specifications. From the results of calculations and laboratory tests, the results show that K-250 quality concrete waste as a substitute for coarse aggregate meets the minimum requirements of 2018 Highways. In the optimum asphalt content (KOA) of 7.03%, the results of MQ 555,845, VMA value is 17.98, VIM value is 3.08 which all the results have fulfilled in the 2018 Bina Marga requirements. The conclusion from the results of laboratory testing is that the K-250 quality concrete waste can be used as an alternative to coarse aggregate.
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.
Analysis of the Effect of Using Nano Silica Mixture on the Compressive Strength of Lightweight Concrete Wiliam Wiliam; Mahfuz Hudori; Indrastuti Indrastuti
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.v4i1.737

Abstract

The development of urban areas is so rapid, especially in the field of construction projects such as building construction. The development of urban areas is followed by the development of increasingly sophisticated technologies, especially in this concrete technology. This results in an increase in the concrete mixture. However, the numerous demands for the strength of high quality concrete motivate the writer to investigate by using nano silica mixtures as added ingredients. In this thesis, the writers use a mixture of K-300 concrete with nano silica which is adjusted to the levels that have been calculated with the aim to determine changes in the slump value, compressive strength and bonding time of the concrete. In this study, a mixture of fresh concrete with K-300 quality was mixed with nano silica with levels of 3%, 5% and 7% to cement and normal concrete with 0% nano silica as a control. The writers carry out the process of compressive strength testing of concrete in accordance with the age of concrete that has been determined that is 7, 14, 21, and 28 days with slump values about ± 12 . At the age of 28 days the results obtained were compressive strength of 208,940 kg/cm2, 216,560 kg/cm2 and 240,770 kg/cm2 with nano silica content of 3%, 5% and 7%, which experienced a decrease in compressive strength of concrete compared to the results obtained in compressive strength of normal concrete was 265,68 kg/cm2.
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.
Planning of the Spectator Stand Structure and Steel Roof Frame Construction Owen Owen; Petrus Haryanto Wibowo
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.v4i1.1276

Abstract

The high interest in public sports in Batam City in early 2020, such as basketball, volleyball, and badminton, has an impact on the high activity of using sports facilities or sports fields. However, it is not accompanied by the availability of sufficient sports fields. The author conducted research, namely planning sports facilities that include 3 sports games that at the same time can minimize the use of such a large area. It, later, can be used as a multifunctional sports facility. The author conducted a field planning with a length of 36 m and a width of 28.3 m. The author planned the structure of the sports field spectator stands using a steel roof frame following the provisions of the Indonesian National Standard. The loads put into the steel roof truss structure were in the form of dead loads, live loads, and wind loads. The dead load includes CNP profic load, spandex roof, and the live load includes rainwater load. The material structure used was the IWF steel column with size 400 x 400 x 120 kg/m and steel roof with IWF size 500 x 200 x 103 kg / m. The author analyzed the structure using the SAP2000 program. The results of plate analysis using SAP2000 that withstand a live load of 500 kg/ m² and a dead load of 62 kg.m², can withstand a given load and plate reinforcement using D10-170. The results of beam analysis in SAP2000 and beam planning calculations were the beam can support the existing structure and receive Mu of 2.72 kNm, beam reinforcement uses 2D12 and the block beam uses Ø6-140. The author expects the planning made can be useful for Civil Engineering students and others as a reference or guideline in planning.
Implications of Changes in Spatial Utilization for Socio-Economic Changes in Tanjung Merdeka Village, Tamalate District, Makassar City Siti Fatimah Umamit; Despry Nur Annisa Ahmad; Musdalifah Rahman; Andi Idham Asman; Harry Hardian Sakti
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.v4i1.6792

Abstract

One of the major cities in Indonesia that is currently experiencing a significant population increase is Makassar City. The increase in population in Makassar City is always followed by the increase in residential and non-settlement buildings. This can be seen in the development of the Tanjung Merdeka Sub District which is increasingly experiencing an increase in development activities. In addition, land prices in the area have also skyrocketed and caused massive, uncontrolled land conversion, and also affected the welfare order of local communities in the region. The objectives of the study are; (1) to analyze the land use changes in the Tanjung Bunga Metro Area; (2) to analyze the socio-economic changes of local community communities in the Tanjung Bunga Metro Area; (3) Analyze the implications to the extent of changes in the use of space on socioeconomic changes in local community communities. The analysis methods used are spatial analysis techniques, qualitative statistics, and quantitative descriptive. The results of this study are in the form of recommendations for the direction of space utilization in realizing welfare in local communities in the Metro Tanjung Bunga Area.
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.
The Effect of Number of Vehicles on Damage to Flexible Pavement Roads on Jalan Letjend Raden Suprapto, Batam City Muhamad Agus Priyanto; Yusra Aulia Sari
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.v4i1.1240

Abstract

The volume of vehicle traffic or the number of vehicles is one of the factors that affect the damage or causes of road damage. Flexible pavement is generally used on roads in Indonesia, especially in urban areas with high traffic levels. With the increasing number of vehicles every year in the city of Batam, there is a possibility that the roads in Batam will experience accelerated road damage in a relatively short period of time or not in accordance with the road plan age. The purpose of this study was to determine the effect of the number of vehicles on the level of road damage on flexible pavement. This study uses an analytical method by looking for a correlation or relationship between the number of vehicles and the number of road damage levels, and the method used is nonlinear regression analysis, namely by comparing the two variables x to the variable y and to obtain the results of the relationship function between the two variables with the R2 value of the coefficient of determination. From the equation that has been obtained, the value of the coefficient x1 = 0.00241, which can be defined if the number of vehicles crossing the road is 100 vehicles/day, then the road damage caused by the number of vehicles is 0.241, while for the coefficient x2 = -0 .0016786 which can be defined if the age of the road section reaches 100 hours, the value of road damage on this section is -0.0167, and constant = 75.418
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.
POTENSI PERENCANAAN ALIRAN AIR BENDUNGAN SEI GONG SEBAGAI SUMBER ENERGI TERBARUKAN MELALUI PLTMH Nelson Augustone; Pujo Pamungkas
Journal of Civil Engineering and Planning (JCEP) Vol. 1 No. 1 (2020)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v1i1.714

Abstract

Penggunaan energi yang berasal dari minyak bumi atau fosil memberikan dampak terhadap lingkungan yang kurang baik dan semakin lama jumlahnya juga semakin sedikit. Oleh karena itu, adanya keperluan untuk mencari energi yang dapat memiliki siklus atau terbarukan yang bersifat alami dan tidak merusak lingkungan. Salah satu bentuk energi terbarukan yang berkelanjutan dan memiliki siklus adalah air. Perhitungan pada perencanaan ini bertujuan untuk mengetahui potensi aliran air pada Bendungan Sei Gong sebagai salah satu sumber energi terbarukan melalui Pembangkit Listrik Tenaga Mikro Hidro (PLTMH). Perhitungan pada perencanaan ini terdiri atas perhitungan analisa hidrologi, analisa debit andalan, perhitungan daya listrik yang mampu dihasilkan, dan pemilihan jenis turbin yang cocok. Perhitungan analisa hidrologi menggunakan data klimatologi dari stasiun BMKG. Sedangkan untuk perhitungan debit andalan memerlukan data Bendungan Sei Gong. Hasil daripada perhitungan dalam perencanaan ini mendapatkan hasil curah hujan rencana maksimum 100 tahun adalah 442,163 mm, debit banjir rencana 100 tahun adalah 441,984 m3/detik, dan perhitungan debit andalan 0,11 m3/detik. Dengan hasil hidrologi demikian, maka daya listrik yang dapat dihasilkan adalah 3,24 kW. Sehingga dapat disimpulkan bahwa Bendungan Sei Gong berpotensi sebagai PLTMH namun dengan daya listrik yang dihasilkan sangat kecil. Dengan tinggi jatuh air 6 meter, maka jenis turbin yang digunakan adalah jenis turbin Kaplan & Propeller.

Page 7 of 21 | Total Record : 203

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