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Yusra Aulia Sari
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yusra@uib.ac.id
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Sei Ladi, Jl. Gajah Mada, Baloi Permai, Kec. Sekupang, Kota Batam, Kepulauan Riau
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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 8 Documents
 1 
Search results for , issue "Vol. 2 No. 1 (2021)" : 8 Documents clear
Estimasi Waktu Untuk Pengadaan Material Berdasarkan Time Schedule Pada Proyek Pembangunan Ruko Kawasan SP Plaza Batu Aji Wico Mindra Putra; Usmanul Hayadi Umar
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.726

Abstract

The research aims to estimate the time for material procurement based on time schedule in Batu Aji SP Plaza Area. The method used in the determining the estimated time is conventional method in which the scheduling process is made in the form of a barchart to be more easily understood by readers and also makes scheduling more orderly and systematic. The estimated results of material procurement until arrived the project location is 15 days and the average real field procurement is 12 days, so it can be concluded that the material procurement process in the construction of Ruko Kawasan SP Plaza does not occure material delays for structural work, wall work and roof work.
Analisis Perencanaan Ketebalan Perkerasan Lentur Jalan Diponegoro, Kota Batam Jason Jason; Indrastuti Indrastuti
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.727

Abstract

In the research conducted by the writer, the aim is to examine the thickness of the road using flexible pavement method, identifying the layers that is going to be used in the planning of the road using flexible pavement method and finding out the volume of the material that will be used for planning the flexible pavement road on Diponegoro Road (Sei Harapan Crossroad – Basecamp Batu Aji Crossroad), Batam City. The road often experiences traffic jams due to heavy vehicles breaking down so a new pathway will be made to solve the problems. Therefore, the authors will use the component analysis method to plan the new pathway. The author's research method is carried out by collecting work data in the field and then recalculating it according to existing methods with reference to SNI. The data that is collected are the daily traffic data of Diponegoro Road year 2017, rainfall data of Batam City, traffic growth data of Batam City and the reports on CBR test results. The result of the author’s research shows that the calculation for the thickness of the pavement using component analysis method No. SNI 1732-1989-F obtained a surface layer with a thickness of 10 cm, an upper foundation layer with a thickness of 20 cm and a lower foundation layer with a thickness of 37 cm.
Analisa Karakteristik Campuran Aspal Menggunakan Serbuk Kaca Sucipto Sucipto; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.728

Abstract

Pavement is a space for vehicles to operate, consisting of a composition of materials which is divided into several layers aiming to withstand the weight working on it and distribute them to the layers below. Road Pavement consists of several types, flexible pavement, rigid pavement and composite pavement. Road which is commonly used in Batam city is composite pavement, which is a combination of rigid pavement and flexible pavement. This study discusses the use of glass powder as an alternative to filler in the AC-WC pavement mixture. Waste pieces of glass that are no longer in use are destroyed until they pass through filter no. 200, pieces of glass are easily encountered because of the many furniture that uses glass as the main material. Glass waste as a filler mixture is expected to reduce the budget and reduce glass waste itself. The sample in this study consisted of 3 samples with 3 types of test, conventional asphalt with 4 samples, asphalt with a mixture of 3% glass powder filler with 3 samples, and asphalt with a mixture of 6% glass powder filler with 3 samples. Based on the laboratory tests that were conducted, asphalt that uses glass powder filler as a filler substitute meets the 2018 BinaMarga specifications with the MQ value of 637,235, VIM value of 3,829, VMA value of 18,609 and VFA value of 79,455. Based on this study it can be concluded that glass powder waste can be used as a replacement for pavement fillers.
Analisis Kinerja Struktur Pada Konstruksi Baja dan Konstruksi Beton Bertulang Dengan Analisa Pushover Statik Non-Linear Menggunakan Software ETABS (Studi Kasus : Hotel Santika, Batam) Fatkur Rizki; Pujo Pamungkas
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.729

Abstract

Di Negara Indonesia, telah banyak terjadi gempa-gempa besar yang tentunya merusak infrastruktur yang ada, terlebih juga untuk bangunan rumah tinggal, hotel ataupun perkantoran. Gempa tersebut tidak mutlak mengakibatkan bangunan-bangunan tersebut sepenuhnya runtuh. Dengan mengetahui level kinerja dari struktur pasca terjadinya gempa, kita dapat mengetahui apakah struktur tersebut masih layak digunakan atau tidak. Untuk mendukung hal tersebut, konsep perencanaan yang digunakan yaitu perencanaan bangunan tahan gempa yang berbasis kinerja (performance based seismic design). Konsep ini dapat digunakan untuk jenis bangunan lama ataupun baru. Salah satu metode yang dapat digunakan untuk mengetahui level kinerja tersebut yaitu analisa pushover (statik non linier) yang berguna untuk meramalkan performa struktur terhadap beban lateral gempa yang diberikan. Beban tersebut akan ditingkatkan dalam satu arah (monotonik) hingga terdapat elemen dari struktur yang mengalami kondisi putus/runtuh. Pada penelitian kali ini, objek yang diteliti adalah sebuah hotel 10 tingkat yang terletak di Wilayah Gempa Zona 1 dengan jenis tanah sedang. Jenis konstruksi yang diteliti adalah baja dan beton bertulang. Hasil dari penelitian ini menunjukkan bahwa untuk jenis konstruksi baja mampu menahan beban gempa sebesar 9847,9285 kN dan perpindahan lantai atap maksimumnya sejauh 617,58 mm, sedangkan untuk konstruksi beton bertulang hanya mampu menahan beban sebesar 4485,89 kN dan untuk perpindahan lantai atapnya yaitu 59,97 mm. Akan tetapi, kedua jenis konstruksi ini masih mampu untuk menahan beban gempa rencana sebesar 466,92 kN untuk konstruksi baja dan 813,51 kN untuk konstruksi beton bertulang. Level kinerja struktur untuk keduanya juga masih masuk kedalam Immediate Occupancy, sehingga kedua struktur masih cukup aman dan mampu menahan beban gempa yang lebih besar.
Pengaruh Efektifitas Penggunaan Serat Polypropylene Terhadap Kuat Tekan Beton Normal Fransisco Faldo; Mahfuz Hudori
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.745

Abstract

Kontruksi-kontruksi bangunan yang ditemukan di Indonesia pada umumnya memanfaatkan beton untuk bahan struktur utama. Meskipun mempunyai kelebihan, beton juga mempunyai kekurangan dalam pemakaiannya yakni beton memiliki sifat yang getas sehingga praktis tidak mampu menahan tegangan tarik yang getas. Tujuan dari penelitian ini adalah untuk mengetahui pengaruh penambahan serat polypropylene terhadap kuat tekan pada beton normal dan mencari atau mengetahui komposisi kandungan serat polypropylene yang menyebabkan kuat tekan beton yang optimum. Dari hasil tes yang dilakukan didapatkan hasil dari pengujian beton campuran terdiri dari beton campuran serat polypropylene 1%, 2% dan 3%. Pada beton 1% umur 7-28 hari mengalami penurunan kuat tekan beton yakni 438.86 kg/cm2 dengan persentase 91%. Sedangkan beton 2% mengalami peningkatan yakni 505.70 kg/cm2 dengan persentase 105% dan beton 3% mengalami penurunan yakni 330.31 kg/cm2 dengan persentase 69%.
Pengelolaan Wilayah Pesisir Berbasis Pengurangan Risiko Bencana Gempabumi dan Tsunami di Kabupaten Kulon Progo Daerah Istimewa Yogyakarta Despry Nur Annisa; Djati Mardiatno; Dyah Rahmawati Hizbaron
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.4262

Abstract

This study discussed about management of coastal area in Kulon Progo Regency based on the risk of the earthquake and tsunami. The aim of this study was to identify potential hazard earthquake and tsunami, analyze the suitability of using land exists to spatial pattern planning, and describe direction of management area’s coastal based on reduction of earthquake and tsunami risk in Kulon Progo Regency. Data was used in this study was information about earthquake and tsunami occurrence obtained from the government institution and also United States Geological Survey (USGS), satelite imagary from digital globe. Data of spatial policy which was used in this study were document of Area Spatial Planing, Coastal Zoning Plan, and small islands at study site. Analyzer used in this study were spatial analyzis, peak ground acceleration analyzis, cross tabulation, and descriptive-qualitative. The result of this study showed that coastal’s area in Kulon Progo Regency categorized as having a medium earthquake with PGA value 134, 754 gal and a high tsunami potential with an area of 7702, 614 Ha. The results of the assessment of the conformity of existing land use in 2016 to the spatial plan in the document of Coastal Zoning Plan of Kulon Progo Regency in 2014-2034 tends to show high deviation of space with the extent of using land mismatch of 10399,139 Ha of the total area of research. Based on that, the direction of coastal management of Kulon Progo Regency has five management scenarios, namely; (1) scenario a-1 in the form of early warning and direction of high population density; (2) b-I scenario in the form of early warning, mitigation, and direction of high population density; (3) b-II scenario in the form of warning, mitigation, and direction of medium population density; (4) b-III scenario in the form of early warning, mitigation, and low population density direction; and (5) scenario c-III in the form of early warning, mitigation, preparedness and low population density directive.
Tinjauan Campuran Beton Normal dengan Penggunaan Superplasticizer Sebagai Bahan Pengganti Air Sebesar 0%; 0,3%; 0;5% Dan 0,7% Berdasarkan Berat Semen Abdullah Faqihuddin; Hermansyah Hermansyah; Eti Kurniati
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.4389

Abstract

The use of Superplasticizer as a substitute for water in the concrete mixture can increase fatigue with a level of workability that is easy to work, reduce the amount of water up to 20% and increase the compressive strength value higher than normal concrete. PPC cement contains a pozzolanic substance with a particle size smaller than cement which is able to fill the smallest cavities in the concrete mixture to obtain high tightness and density. The purpose of this study was to determine the ratio of the increase between compressive strength and workability in normal concrete mixtures with the use of superplasticizer as a substitute for water and PPC cement. Calculation procedure for normal concrete mix design based on SNI 03-2843-2000, variation of superplasticizer used to replace water is 0.3%; 0.5% & 0.7% based on the weight of cement, the value of the cement water factor (FAS) is 0.42 and the compressive strength value is 25 MPa. The compressive strength test was carried out at the age of 7 days and 28 days. The results of this study indicate that the use of variations superplasticizer as a substitute for water affects thevalue slump, volume weight and compressive strength value of concrete. Thevalue slump highestat a variation of 0.5% is 17 cm, included in thevalue slump plan. Heavy volume 0.7% maximum variation of 2402.4 kg / m3,entered the category of normal berbebot concrete. The highest compressive strength value at 7 days at a variation of 0.5% was 37.5 MPa with a percentage increase in compressive strength obtained at 17.77%, the compressive strength value reached the compressive strength of the plan. The highest compressive strength value at 28 days at a variation of 0.7% is 43.4 MPa with a percentage increase in compressive strength of 17.81%, the compressive strength value at 28 days is included in the high quality concrete category
Perbandingan Metode Bishop dan Janbu dalam Analisis Stabilitas Lereng pada Oprit Jembatan Labu Sawo Sumbawa Nasrul Amri; Dedy Dharmawansyah; Hermansyah Hermansyah
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.4393

Abstract

Abstract The oprit pile of Labu Sawo Bridge has a height of about 9.70 m with a length of 125 m, planning the labu sawo bridge oprit there is a problem in the subgrade is a type of clay soil which is not good because it has low soil bearing capacity, high moisture content and cracks (DPT) due to landslides so that they have the potential to experience ground movement and shifting. Therefore, calculation of slope stability and soil bearing capacity needs to be done to determine how much the slope safety and bearing capacity of the embankment soil. In the calculation of the analysis, the method used to find the safety value (SF) of the embankment slope is the Bishop and Janbu method. From the results of the method used, the security number given is calculated and then the safety figure is calculated. Based on the calculation results, the oprite embankment slope is categorized as a stable slope with the safety value of the Bishop method of 1.262. while the slope stability analysis used the Janbu method of 1.455 from the Bishop and Janbu method, the oprite slope of the Labu Sawo Bridge was categorized as slope in stable condition. Keywords : Slope stability, Bishop, Jambu.

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