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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 216 Documents
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Analisis Deskriptif Integrasi Sistem Pembayaran Bus Trans Jogja Itsna Amaliatun Khasanah; Siti Malkhamah; Muhammad Zudhy Irawan
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 1 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i1.5856

Abstract

Bus Buy The Service (BTS) Trans Jogja merupakan salah satu pilot projek Kementerian Perhubungan dalam menyediakan layanan angkutan umum dengan skema kerjasama membeli layanan. Angkutan ini mulai beroperasi di Yogyakarta sejak bulan Oktober 2020 atau di tengah situasi pandemi Covid-19 di Indonesia. Bus BTS Trans Jogja dilengkapi sistem pembayaran non tunai secara keseluruhan. Berbeda dengan bus Trans Jogja yang didanai oleh Pemerintah Daerah yang masih melayani sistem pembayaran tunai. Maka dari itu, penelitian ini bertujuan untuk menganalisis sistem pembayaran kedua moda ini. Metode penelitian ini menggunakan metode kualitatif deskriptif. Hasil menunjukkan bahwa diperlukan adanya integrasi sistem pembayaran menggunakan satu kartu yang sama, baik menggunakan kartu langganan Trans Jogja maupun kartu elektronik yang bekerjasama dengan perbankan.
ANALISIS LIMBAH MATERIAL KONSTRUKSI PADA PEMBANGUNAN SPORT HALL DENGAN METODE LEAN CONSTRUCTION (STUDI KASUS :SPORT HALL UNIVERSITAS INTERNASIONAL BATAM) Usmanul Hayadi Umar; Dina Karlina
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.v1i1.7255

Abstract

Material is an important component of costs which is one of the standards for the success of a project. Material waste or so-called construction material waste is a part of a material that does not become a component of a building because it is not used in the construction so that it becomes a problem. For this reason, it is necessary to identify the construction material and the causes of the waste using the lean construction method which has the concept of minimizing the occurrence of waste. In addition, this study uses Pareto analysis assistance which is used to rank 19 materials arranged according to their size, from the largest to the smallest. This study aims to: 1) evaluate the type of material waste produced in a construction project, 2) identify the processes that produce waste sources using the lean construction method, 3) find out the highest and lowest waste levels in the project, 4) know the handling of waste there is. The results of the analysis are: there are four materials that have the potential to cause large waste, namely Steel WF 600 x 30 mm, Spandek Zincalume, Readymix floor plate and Steel WF 200 x 200 mm. Waste level of Steel WF 600 x 300 mm is 2.74%, Readymix on floor slab casting produces a waste level of 0.09%, Spandek Zincalume produces a waste level of 0.08%, and the work of the roof rafter with Steel WF 200 x 200 mm produces a waste level of 0.03%. The process of causing waste is caused by waiting / waiting, transportation and inventory. Handling of these wastes will usually be used to other parts of the work and donated
Analisa Pengaruh Penambahan Zat Karbon dalam Pembuatan Batako Konvensional Arifin everest; Mulia Pamadi; Andri Irfan Rifa'i
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 1 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i1.1248

Abstract

Perkembangan pembangunan baik bangunan maupun infrasrtuktur sangat pesat. Ditambah program pembangunan dari pemerintah pada tahun belakangan ini yang meningkat drastis. Pembangunan tersebut membutuhkan batako untuk pemasangan dinding rumah maupun dinding pagar dan seiring dengan permintaan batako yang meningkat, tentu perlu adanya inovasi batako. Penambahan zat karbon pada pembuatan batako sebagai penambah material pasir dijadikan inovasi bahan tambahan. Maka diperlukan penelitian ini dibuat untuk mengetahui pengaruh zat karbon pada kuat tekan pada batako yang sesuai pada SNI 03-0349-1989 tentang bata beton untuk pasangan dinding. Pencampuran zat karbon dalam pembuatan batako adalah 0%, 5%, 10%, dan 15% dari berat pasir yang diperlukan, campuran semen yang digunakan: 25%: 70%:5% yang mengacu pada Pedoman Teknis yang dikeluarkan oleh Departement Pekerjaan Umum tahun 1986. Penelitian ini merupakan penelitian eksperimen dan bentuk cetakan Kubus berukuran 0,15 x 0,15 x 0,15m, sebanyak 12 buah untuk pengujian kuat tekan yang sudah dicampur dengan penambahan zat karbon. Pada umur 7 hari dilakukan pengujian sesuai syarat yang ditentukan dan kuat tekan batako harus memenuhi persyaratan mutu sesuai dengan SNI-03-0349-1989. Hasil uji kuat tekan Batako dilakukan memperoleh hasil kuat tekan batako normal sebesar 259,783 kg/cm2. Batako dengan campuran 5% mendapatkan hasil sebesar 352,893 kg/cm2. Campuran serbuk karbon aktif dengan 10% mendapatkan hasil kuat tekan tertinggi yaitu sebesar 393,293 kg/cm2. Maka dengan penambahan serbuk karbon sebesar 10% sebagai penambah agregat halus (pasir) merupakan pilihan yang tepat. Terjadinya penurunan kuat tekan benda uji 15% yang dikarenakan kurangnya pemadatan yang maksimal pada saat penelitian serta yang masih berusia 7 hari.
ANALISIS KENAIKAN HARGA PROPERTI RESIDENSIAL SEDERHANA UNTUK WILAYAH KELURAHAN BELIAN Usmanul Hayadi Umar; Rizki Dwi Putra
Journal of Civil Engineering and Planning (JCEP) Vol 1 No 2 (2020)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v1i2.7256

Abstract

In the House Price Index (HPI), the Riau Islands Province (Riau Islands) is the province with the highest property price growth in Indonesia as of June 2018, the property price index in Riau Islands reaches 215.43 or up 20.09 percent compared to 2017. The increase was due to the development of the property industry in Batam. HPI in Riau Islands has an average growth of 20.09 percent driven by property developments in Batam which continue to increase. The method used is observation and survey. The method used uses multiple linear regression. The results of multiple linear regression testing using SPSS 21.0 Software. Test results obtained on the t test and from the interpretation of the model obtained Y = 30,758,000 + 479,000 (Area_Tanah) + 3,048,000 (Luas_Bangunan). Where, independent variables namely Land Area and Building Area are included in the regression model if the land area increases by 1 square meter, then the selling price of the house will increase by Rp 479,000.00 and if the building area increases by 1 square meter, the selling price of the house will increase by Rp. 3,048,000.00. Prediction of house selling price for land area of ​​72 m² and building area of ​​36 m² are: Y = βo + β1X1 + β2X2, Y = βo + β1Luas_Tanah + β2Luas_Bangunan, Y = Rp. 30,758,000 + Rp. 479,000 x 72 + Rp 3,048,000 x 36 , Y = Rp. 174,974,000. Description: Y = The Selling Price of the House to Be Marketed.
Metode Pengendalian Jadwal Pembangunan Pelabuhan dengan Kombinasi Barchart dan Network Planning Studi Kasus Proyek PT. DOK Warisan Pertama Usmanul Hayadi Umar; Nur Dzuraida
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 1 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i1.1239

Abstract

A construction company engaged in the construction of ports and docks, namely PT. DOK Warisan Pertama in Batam is running a port project in Batam City. The number of work items carried out in a project requires a good project management to run it. This study aims to review the port project scheduling currently being implemented by PT. DOK Warisan Pertama with the Critical Path Method (CPM) method. The results of the research carried out indicated that the project was completed within 39 weeks. There are several critical paths in the CPM planning for this project. This indicates that the job does not have a free float to complete the job. Making a CPM in this project can be used as a reference and evaluation in carrying out project work.
ANALISIS SISTEM DRAINASE TERHADAP GENANGAN (BANJIR) DI KOTA BATAM (STUDI KASUS : JALAN DUYUNG KECAMATAN BATU AMPAR) Indrastuti Indrastuti; Yunita Yunita
Journal of Civil Engineering and Planning (JCEP) Vol 1 No 2 (2020)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v1i1.7249

Abstract

This study aims to determine the analysis of the drainage system against inundation (flooding) in Duyung Road, Batu Ampar Sub District, Batam. Duyung Road, Batu Ampar Sub District is one of the problematic location in Batam, where often times found the puddle of water on the road during high rainfall intensity. The Duyung Road is located in Batu Ampar District, Batam City. The location of the occurrence of puddles is right along Duyung Road starting from the U-turn Batu Ampar to front of the Pacific hotel. The distribution analysis used was the Gumbel distribution, the Gumbel distribution was chosen by conducting the Smirnov Kolmogorov test. The return period chosen is 5 year. Based on the results of the analysis, the calculation of the existing discharge is greater than the planned discharge where Qeksisting = 0.1023 m3 / sec, while the plan discharge is Qplan = 0.038 m3 / sec. The calculation of the dimensions of the existing channel fulfilled the plan dimensions. Where the value of beksisiting = 0.40 m > bplan = 0.33 m and heksisting = 0.45 m> hplan = 0.33 m. which means there is nothing wrong with the planning of the dimensions of the drainage channel in Duyung Road, Batu Ampar Sub District. The garbage in water drains clogged the waste disposalas well as the drainage and as a result it inhibits the flow of water in this area.
Penerapan Value Engineering untuk Efisiensi Biaya pada Proyek Bangunan Gedung (Studi Kasus: Proyek Pembangunan Gedung Variety Restaurant Batu Batam) Indrastuti Indrastuti; Rina Mustifany
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 1 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i1.7253

Abstract

The cost efficiency of building construction projects is one of the challenges that are often faced in construction activities which of course will also faced in the construction of the Variety Restaurant in Batu Batam. Therefore, it is mandatory that every product or service meet the good standards and achieved through the fast fulfillment in terms of time and low costs. The study using Value Engineering a good solution because it aims a structured and creative problem solving effort to achieve cost efficiency in the construction of Batu Batam Variety Restaurant or in construction building in general. Value Engineering is carried out in several stages such as the information stage, the creative stage, the development stage and the presentation and proposal stages. By using the analysis of FAST Diagram and Pareto Diagrams, the two jobs that will be analyzed are sub-structure work and yard pavement work. The alternative solution chosen is to replace the bore pile foundation with the piling foundation and use asphalt as the main material for the pavement. The efficiency cost that could be obtained in the sub-structure work is Rp. 230,979,007.90,- or 19.4 % of the cost of the work reviewed while from the total overall project cost is 1.6 % and the savings in infrastructure work costs of Rp. Rp. 328,004,100,- or 12.8% of the cost of work reviewed and 2.14% of the total overall project cost. The total cost obtained from the savings in the Budget Plan after a VE analysis of Rp. 558,983,177.70,- or 3.7% of the total cost of the project.
Delineation and Evaluation of Land Use and Spatial Patterns on the Flood Plains in the City of Sungai Lilin Ramon Putra; Budi Santoso Wignyosukarto; Djoko Legono
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 2 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i2.6353

Abstract

Sungai Penuh City is one of the cities in Jambi province that suffers floods every year; floods of 1,651 hectares were recorded in 2017 and 872 hectares were recorded in 2018. The information provided on floodplain maps is one of the measures to reduce flood-related damages. Floodplain maps are also useful for spatial planners to determine suitable spatial patterns in floodplain areas, in addition to flood information. The objective of this study was to map the flood plains in Sungai Penuh City and evaluate the land use and spatial patterns of the flood plains. The delineation of the floodplain area using the HEC-RAS software with a 50-year return period (Q50) flood discharge, land use and spatial patterns using the Detailed Spatial Plan for Sungai Penuh City 2018. The results of the HEC-RAS analysis obtained a floodplain area of 1,869.52 Ha. The use of paddy fields is 1,282.26 hectares or 68.59% of the total floodplain area. 309.42 hectares of bushland. For the spatial pattern, 1,460.96 hectares of the total floodplain or 78.15% is a wetland agricultural zone, while the medium-density and high-density housing zones are 5.54% and 3.58%, respectively.
The Effect of Excavation Work to Soil Slope Stability Maulana Arif; Ilpandari Ilpandari
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 2 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i2.7179

Abstract

Excavation work is a type of work that is commonly found in many construction projects. In carrying out excavation work, it is necessary to consider stable slope conditions so that landslides do not occur during work. Common ground excavation work found on Bangka Island, especially in the city of Pangkalpinang, is kulong excavation, or sea excavation, as an effort to increase depth elevation. This study aims to determine changes in soil slope stability due to excavation work at a certain depth and slope. The study used field observation data in the form of CPT (Cone Penetration Test), hand drill, and data from laboratory analysis. Data analysis was then carried out using the Slope/W software, which is part of Geostudio 2018, to determine the safety factor for soil slopes using the Bishop and Fellenius method. The value of the safety factor produced by Slope/W determines the level of stability of the soil slope. The slope of the soil varied 15⁰, 30⁰, and 45⁰ and the excavation depth was determined to be 4 m and 8 m. The results showed that the safety factor of the 4 m and 8 m excavation depth in the same slope angle was decreasing about 23.18 % while the safety factor of the 15⁰ and 30⁰ excavation slope in the same depth was decreasing about 31.81%
Analysis of Pillar Foundations and Abutments in The Batu Rasang-Mambulu Village Bridge Project Tambelengan District Sampang Regency Fairus Zabadi Fairus
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 2 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i2.7326

Abstract

Today, land transportation is growing and advancing rapidly. As a developing country, of course, Indonesia will always follow technological developments in the field of land transportation, for example implementing policies in improving land transportation facilities, as well as increasing new transportation. Given the importance of land transportation which plays a role in crossing routes from one village to another, a bridge was built. However, the construction of a bridge must be considered carefully, so that the bridge can provide benefits as expected, without compromising the safety element of road users and the bridge itself. This is because bridges play an important role in people's lives. The results of the research on the Batu Rasang-Mambulu village bridge project, Tambelengan District, Sampang Regency, from the analysis of the calculation of the pillar and abutment foundation calculations obtained a total Q > W/M of 1042.31 > 7.14. For the P value of the pile < P permission of 27.54 < 28.43, it was obtained from the sondir test results based on the characteristics of the soil in determining the bearing capacity of the soil.

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