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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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Challenges of Developing a Logistics Hub Case Study: Batu Ampar Port Petrus Haryanto Wibowo; Al Husni
Journal of Civil Engineering and Planning (JCEP) Vol 2 No 2 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i2.6286

Abstract

Batam as a region with leading sectors of marine, tourism, industry, fisheries and Batu Ampar as Main Port has the potential to be developed. One of the main centers of activity is large ports and international airports that have the potential to become national and international-scale economic gateways for logistics hubs. The aim of this research was to determine The Challenges of developing a logstics hub in Batu Ampar Port. This research uses descriptive qualitative approach and secondary data from the Batam port office and the Human Settlements and Spatial Planning Office. The results of this research are there are some challenges from the aspects of Geography, Infrastructure, Connectivity, Transportation costs and time, Trade movement requirements, Shipping dependability, Transport and trade regulations. Poor logistics performance is a major obstacle to trade growth in most cities in Indonesia. In this case there is an international shipping port but does not yet have adequate facilities and infrastructure to become a logistics hub.
Perilaku Pengendara Sepeda Terhadap Keselamatan di Jalan Danang Febrianto; Dewanti Dewanti; Imam Muthohar
Journal of Civil Engineering and Planning (JCEP) Vol 2 No 2 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i2.5353

Abstract

In the middle of social distancing imposed by the government of Indonesia to reduce the spread rate of COVID-19 virus, the use of bicycles has emerged as a new trend in various cities in Indonesia, one of which is the Special Region of Yogyakarta. However, the increasing growth of bicycle users are also directly proportional to the data on cyclists' accidents. One of the factors causing high number of accidents on cyclists is the human factor. The purpose of this study was to analyze the behavior of cyclists in the Special Region of Yogyakarta. The data used in the study were granted from questionnaires and field observations of cyclists. Descriptive analysis is used to describe the characteristics and behavior of cyclists. Samples were taken using purposive sampling method with a questionnaire resulting the number of respondents as many as 362 cyclists. The results showed that the behavior of cyclists in Special Region of Yogyakarta were quite good, but there are still a lot of cyclists that do not know about regulations governing road cycling safety. It was found that the use of safety equipment does not present traffic compliance.
Evaluasi Perhitungan Struktur Proyek Kaliban School 5 Lantai dengan Etabs Rion Rifaldo; Petrus Haryanto Wibowo
Journal of Civil Engineering and Planning (JCEP) Vol 2 No 2 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i2.734

Abstract

Structural planning that is not in accordance with regulations and theories can result in construction failure. As for one of the factors that influence planning errors is to take into account the burden on the building. The aim of this study is to evaluate the level of structural strength at Kaliban School and also to design solutions for structural strengthening. This study has 5 stages namely, structural design modeling, loading analysis, structural analysis, design, and design control. Structural analysis used ETABS application assistance and manual calculations in accordance with PPIUG, 1983; SNI 1727, 2013; SNI 2847, 2013. The results of ETABS analysis show that the structure of the Kaliban School plan is not resilient so it needs to be re-planned with ETABS method. For existing structures, it is necessary to strengthen the structure because the condition of the building is in the construction phase. The redesigning is done by changing the dimensions of the structural components, calculating the number of reinforcement and add joist to reducing the span of the floor plate. Structural reinforcement was done by adding joists (WF steel profiles 400 x 200 x 8 x 13 BJ 37) to reduce the floor plate span and calculate of BJ 37 steel plate requirements for structural components based on the necessary load from the ETABS analysis results.
Efek Penggunaan Base Isolator Terhadap Periode Natural Bangunan Gedung Bertingkat yang Tereksitasi oleh Gempa Rahmi Oktavia Cahyani; Ansadilla Niar Sitanggang
Journal of Civil Engineering and Planning (JCEP) Vol 2 No 2 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i2.6205

Abstract

A strong earthquake is an earthquake that emits very strong energy with a strength of more than 5 on the Richter scale that causes buildings to vibrate for some time. The natural period of the building is the length of time the building vibrates when the earthquake occurs until the earthquake stops which results in the risk of damage and even collapse of the building. One of the buildings that experienced the collapse was due to having a small natural period of the building so that the building was unable to withstand the vibrations caused by the earthquake to the maximum. To minimize the risk of collapse in buildings during an earthquake, one of them is planning an earthquake-resistant building by using a base isolator in order to increase the period of the structure so that it is able to soak up vibrations and slow down the movement of buildings that are excited by the earthquake. The purpose of this study was to determine the natural period of the building and the effect of using a base isolator when an earthquake occurred. The method used in this study is to plan buildings without base isolators and buildings with base isolators and analyze using the SAP2000 v.14 auxiliary program. The results of this study showed that the natural period of the building with Base Isolator in 3D increased 1.59 times for the X direction and 1.63 times for the Y direction. And the effect was a decrease in the displacement of the structure for the period by 66%, 46%, and 41% based on the three earthquake records.
Persepsi Pengguna Ojek Online di Masa Pandemi Covid-19 dengan Metode Analisis Faktor Eksploratori Muhammad Rezki Ian; Muhammad Zudhy Irawan; Siti Malkhamah
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.v3i1.6218

Abstract

Pandemi COVID-19 memberikan dampak yang besar sehingga memaksa perusahan penyedia jasa ojek online untuk tetap menjaga kualitas pelayanan yang disesuaikan dengan peraturan dan protokol kesehatan agar dapat menekan laju penyebaran virus. Hal tersebut mempengaruhi persepsi dan perilaku masyarakat dalam menggunakan transportasi ojek online. Penelitian ini bertujuan untuk menganalisis persepsi dan perilaku sehingga dapat diketahui faktor yang mempengaruhi penggunaan ojek online di masa pandemi COVID-19. Pengambilan data menggunakan formulir online dengan metode convenience sampling dan metode analisis yang digunakan adalah Exploratory Factor Analysis (EFA). Berdasarkan hasil penelitian ini diperoleh 6 faktor yang mempengaruhi penggunaan ojek online di masa pandemi yaitu faktor protokol kesehatan, keselamatan, kemauan, layanan kesehatan, kinerja ojek online dan kepuasan pengguna angkutan barang.
Analisa Hubungan Tingkat Hujan Dengan Desain Infrastruktur Drainase Yang Berada Di Kawasan Mega Superblock Meisterstadt Pollux Habibie Batam Delfia Delfia Annisa; Indrastuti Indrastuti; Wa Ode Sumartini
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.v3i1.1238

Abstract

ABSTRAK Pada penelitian ini Meisterstadt Batam merencanakan limpasan air hujan dari luar kawasan tidak akan masuk ke dalam kawasan, sehingga daerah tangkapan air yang direncanakan pada awalnya tetap seluas 4,7 Ha seperti perencanaan awal. Berdasarkan luas daerah tangkapan air, perencanaan drainase menggunakan debit banjir 5 tahun. Analisis curah hujan menggunakan data curah hujan selama 10 tahun terakhir, dari tahun 2009 - 2019 yang bersumber dari satu stasiun hujan yaitu Stasiun Meteorologi Hang Nadim. Ada 3 jenis metode yang biasa digunakan dalam menghitung curah hujan rata-rata untuk pembangunan infrastruktur drainase, yaitu menghitung rata-ra aljabar, poligon thiessen, dan isohyet. Untuk proyek Pollux Meisterstadt Batam menggunakan metode rata-rata aljabar karena metode ini menjumlahkan semua hasil tingkat curah hujan pada semua stasiun dan membaginya dengan jumlah stasiun yang ada, maka perhitungan curah hujan sangat berpengaruh pada perencanaan sistem drainase karena itu dapat menentukan kapasitas air maksimum dari drainase. Dari hasil penelitian yang telah dilakukan diperoleh debit curah hujan yang sesuai tata letak drainase adalah 0,01 m³ / detik. Berdasarkan hasil dari perhitungan dimensi saluran yang diperlukan untuk Q5 adalah B = 0,40 m, h = 0,20, A = 0,08 m², P = 0,80 m, R = 0,10 m, v = 0,48 m/detik. Maka, Q = 0,04 m³/s, dengan tinggi jagaan 0,20 m. Lalu koefisien pengaliran sebesar 0,70.Kata kunci: Meisterstadt Batam, Curah hujan, Drainase
Evaluasi Tebal Perkerasan Kaku Apron Bandara Mutiara Sis Al-Jufri Aprilia Wulandari; Suryo Hapsoro Tri Utomo; Suprapto Siswosukarto
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.v3i1.5816

Abstract

Bandar Udara Mutiara Sis Al Jufri merupakan salah satu bandara yang mengalami peningkatan permintaan akan lalu lintas udara. Adanya permintaan perjalanan udara yang meningkat setiap tahunnya diharapkan juga selaras dengan kinerja pada fasilitas sisi udara Bandar Udara tersebut sehingga dapat melayani peningkatan permintaan yang terjadi, khususnya pada apron. Penelitian ini dimaksudkan bertujuan untuk mengevaluasi perkerasan kaku apron Bandara Mutiara Sis Al-Jufri Palu serta memperoleh hasil perhitungan konstruksi perkerasan apron yang direncanakan agar mampu melayani lalu lintas pesawat sesuai dengan pertumbuhan lalu lintas pesawat yang direncanakan dengan menggunakan pesawat tipe Boeing 737-900ER sebagai pesawat rencana. Evaluasi perkerasan kaku apron dilakukan dengan menggunakan metode FAA (Federal Aviation Administration) dengan pesawat Boeing 737-900 ER sebagai pesawat rencana. Berdasarkan hasil evaluasi tebal perkerasan kaku untuk kondisi eksisting menggunakan pesawat rencana tipe Boeing 737-900 ER diperoleh tebal slab beton sebesar 36 cm dan subbase sebesar 15 cm, sedangkan tebal perkerasan untuk 20 tahun mendatang diperoleh tebal slab beton sebesar 41 cm dan subbase 15 cm. Sehingga perlu dilakukan penambahan pada tebal slab beton sebesar 5 cm sehingga dapat memikul beban lalu lintas pesawat untuk 20 tahun mendatang. Sedangkan untuk subbase course tidak perlu dilakukan konstruksi kembali sehingga perkerasan tersebut dapat melayani lalu lintas pesawat untuk 20 tahun mendatang.
Evaluasi Kinerja Simpang Panbil Terhadap Tingkat Pelayanan Lalu Lintas (Studi Kasus Simpang Panbil - Batam) Darmawan Prastio; Yusra Aulia Sari; Mulia Pamadi
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.v3i1.1317

Abstract

Simpang Panbil merupakan penghubung jalan antara, Jl. Letjen Suprapto, Jl. Ahmad Yani dan Jl. S Parman. Perlu diadakan evaluasi simpang untuk mengetahui kinerja simpang Panbil tersebut, dengan tujuan agar simpang Panbil dapat berjalan dengan lancar tanpa adanya hambatan. Metode penyelesainnya dengan menghitung arus lalu lintas, waktu siklus, arus jenuh, simpang bersinyal. Proses yang digunakan dalam penelitian ini yaitu dengan cara menggumpulkan data dari hasil survey dan data dari instansi terkait. Penulis juga menggunakan acuan dari (MKJI 1997) untuk perhitungan yang sesuai dengan ketentuan. Hasil yang didapat dari evaluasi Simpang Panbil menunjukkan bahwa arus lalu lintas jam puncak Simpang Panbil terjadi pada hari senin pukul 16.00 – 17.00 WIB. Arus lalu intas (Qtotal) = 6915,5 smp/jam. Pengaturan Simpang Panbil diatur oleh 3 fase dengan siklus (c) = 321 detik. Manajemen lalu lintas Simpang Panbil juga kurang maksimal, karena nilai Derajat Kejenuhan (DS) salah satu lengan simpang yaitu Fase 1= 0,66 [hampir mendekati kondisi jenuh (DS > 0,75], Fase 2 DS = 0,99, Fase 3 DS = 0,41 dapat dinyatakan masih dalam kondisi arus stabil. Kinerja Simpang bersinyal Panbil dapat dilihat dari Kapasitas (Fase 1 = 8151 smp/jam, Fase 2 = 5453 smp/jam, Fase 3 = 5101 smp/jam), Derajat Kejenuhan (Fase 1 = 0,66, Fase 2 = 0,97, Fase 3 = 0,41), Panjang Antrian (Fase 1 = 115,94 m, Fase 2 = 148,15 m, Fase 3 = 205,13 m), Jumlah Kendaraan Terhenti (Fase 1 = 7351 smp/jam, Fase 2 = 5319 smp/jam, Fase 3 = 4577 smp/jam, dan Tundaan (Fase 1 = 491,64 smp/det, Fase 2 = 337,09 smp/det, Fase 3 = 788,43 smp/det. Kata Kunci : Evaluasi Simpang, Kinerja Simpang, Derajat Kejenuhan
Faktor-Faktor yang Mempengaruhi Penutupan Rute Penerbangan Batam-Rengat Arif Nurrahman; Dewanti Dewanti; Sigit Priyanto
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.v3i1.5819

Abstract

One of the pioneer flight route approved by Communication Ministry in 2018 is Batam-Rengat route. In progress, the pioneer route changed into commercial route, signed by initiation commercial company of Wings Air in August 2018. However, in August 2019, the Wings Air Company did not offer the route to the public. Finally, now, there is no flight service provided to the route, which is detrimental to people who need air transportation on that route. For the reason, it is needed to conduct research to express significance behind the closing event of the flight route. This study aimed to analyze the process of Batam-Rengat route progress from 2018 to 2019 and identify factors that affecting the closure of the Batam-Rengat flight route in 2019. Method used in this study was qualitative study with case study. Information was chosen according to specific criteria and data were collected by in-depth interview and secondary data request to relevant institutions/organizations. Hereinafter, interview data were reduced and classified according to specific themes. Furthermore, primary and secondary data were compiled into a unit to make description of activity event of Batam-Rengat route flight from 2018 to 2019. Times series analysis was used to find description of route progress process from the pioneer flight to commercial flight, and factors analysis was used to identify the factors affecting the route closure. The results of time series analysis indicate that the pioneer flight operated during six months from February 2018 to July 2018; then, along with the commercial flight for five months from August 2018 to December 2018. From January 2019 to June 2019, there was only one flight service, namely, commercial flight by the Wings Air. The results of factor analysis indicate the closure of the Batam-Rengat commercial route is influenced by passenger demand, flight schedules, airplane fares, and demand patterns. This study found other findings, namely the Japura-Padang flight route has good market potential and community/business participation efforts in Indragiri Hulu to help the occupancy rate of aircraft on the Batam-Rengat flight route
Analisa terhadap Penerapan Timeframe pada Perumahan Winner Flower House Punggur Edrick Ottoh Wijaya; Petrus Haryanto Wibowo; Usmanul Hayadi Umar
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.v3i1.1251

Abstract

This research will discuss about Winner Flower housing development The house which will later function as a residence, shop and apartment, and has facilities such as a club house and a swimming pool. This study aims to estimate the time for material procurement based on the time schedule for the construction project of the Punggur Flower House Winner. The method used to determine the estimated time is the conventional method, where the scheduling process is the scheduling process where the measurements are taken, in planning meetings, in measuring, and making scheduling times more regular and systematic. This research will discuss about Winner Flower housing development The house which will later function as a residence, shop and apartment, and has facilities such as a club house and a swimming pool. The estimated work plan for this project is 52 weeks and the realization of this project is 52 weeks. Thus it can be concluded that the processing time until the completion of the work is not delayed.

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