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INDONESIA
JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION
Published by Universitas Medan Area
ISSN : 25496379     EISSN : 25496387     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal JCEBT Program Studi Teknik Sipil merupakan jurnal ilmiah yang diterbitkan berkala setiap 6 bulan, yaitu Maret dan September. Jurnal JCEBT Program Studi Teknik Sipil diterbitkan untuk pertama kalinya pada tahun 2017 dengan membawa misi sebagai salah satu pelopor dalam penerbitan media informasi perkembangan ilmu Teknik Sipil di Indonesia. Sebagai media nasional, Jurnal JCEBT diharapkan mampu mengakomodir kebutuhan akan sebuah media untuk menyebarluaskan informasi dan perkembangan terbaru bagi para peneliti dan praktisi Teknik Sipil di Indonesia.
Arjuna Subject : -
Articles 218 Documents
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Pengaruh Penambahan MasterGlenium ACE® 8595 dengan Pengurangan Kadar Air 37.5% dan Kadar Semen Rencana 409.80 kg/m3 Terhadap Kuat Tekan Beton Andre Novan; Ermiyati Ermiyati; Yenita Morena; Ella Silvana Chebelita
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol 6, No 1 (2022): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v6i1.6786

Abstract

MasterGlenium ACE® 8595 is a Type F chemical that serves to reduce the amount of mixing water, improve workability and improve concrete quality. The purpose of this study was to find out the effect of adding MasterGlenium ACE® 8595 with a reduction in water content of 37.5% and a plan cement level of 409.80 kg / m2. The research was conducted in the laboratory using the DOE (Department of Environment) method in accordance with SNI 03-2834-2000 with a test object in the form of a concrete cylinder diameter of 150 mm and a height of 300 mm. MasterGlenium ACE® 8595 tested on concrete age 7 days 3 sample, and 28 days 5 sample. Variations in the dose of addition of MasterGlenium ACE® 8595 used 0.54%, 0.81%, 1.08%, 1.35%, 1.62%, 1.89% and 2.16% of cement weight. The test results of a strong concrete press normal at 28 days amounted to 29.77 MPa.  The test results of a strong concrete press normal at 28 days amounted to 29.77 MPa.  The results of the test are strong concrete press with the addition of MasterGlenium ACE® 8595 amounting to 51.61 MPa, 53.53 MPa, 45.95 MPa, 49.80 MPa, 41.25 MPa, 40.80 MPa, and 39.27 MPa. Based on the results of the test, the use of MasterGlenium ACE® 8595 in concrete will increase the strength of the press, workability, and age coefficient.
MODEL PERMEABLE PAVEMENT,BIOSWALE DAN PLANTERS BOXES SEBAGAI MODEL PENGENDALIAN GENANGAN DI KAWASAN PERMUKIMAN PADAT KOTA MEDAN Ina Triesna Budiana; Nurmaidah Nurmaidah
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol 6, No 1 (2022): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v6i1.6826

Abstract

The development of urban areas causes a lot of conversion of open land into housing and public facilities which reduces the absorption area causing flooding and inundation. When it rains heavily, the existing drainage channels are no longer able to accommodate runoff. To overcome this problem, one of the existing solutions is to implement an environmentally sound drainage system, namely the Green Infrastructures system where the drainage system is made in addition to accommodating runoff, it can also change the absorption area to be attractive or aesthetic for the area and store sufficient water reserves, namely with a drainage system model of Permeable Pavement, Planter Boxes and Bioswale which are adjusted to the conditions of the flood and inundation locations. The purpose of this research is the Green Infrastructures drainage system model will create an environmentally friendly spatial planning concept as well as a solution to overcome flooding and inundation in PB Selayang II Village, Medan Selayang District, Medan City. The research method used is descriptive quantitative with a positivistic approach to research. namely a scientific approach based on inductive reasoning. This approach requires certainty in a truth in the form of conclusions that can be measured, observed and verified (Moleong, 1999).
Analisis Kekuatan Tekan Struktur Beton Kolom Silinder Diperkuat Komposit Laminat Hibrid Jute E-glass Epoksi Eksperimental dan ANOVA Nurul Hidayat; Achmad Jusuf Zulfikar; M Yusuf Rahmansyah Siahaan
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol 6, No 1 (2022): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v6i1.6182

Abstract

Tujuan dari penyelidikan ini ialah analisis kekuatan tekan struktur beton kolom silinder (BKS) diperkuat oleh mateial komposit hibrid laminate jute e-glass epoksi (KHLJG) secara eksperimental dan analisis signifikansi kekuatan tersebut pada BKS dengan menggunakan metode Anova. Dalam studi ini, pencetakan spesimen BKS berdasarkan standar uji ASTM C39. Pelapisan BKS dengan selubung KHLJG menggunakan metode vacuum bagging. Analisis data hasil uji menggunakan metode Analysis of Variance (Anova). Hasil studi ini ialah diperoleh kekuatan tekan maksimum rata-rata BKS dengan selubung KHLJG pada variasi JGJ, yaitu 31,13 MPa atau mengalami peningkatan hingga 100 % tehadap spesimen BKS tanpa selubung. Hasil analisis fungsi kerapatan variasi seluruh data uji menunjukkan bahwa data-data hasil eksperimental tersebut adalah terdistribusi secara normal pada interval sample. Berdasarkan hasil analisis Anova diperoleh nilai F0 hasil eksperimental adalah 0,998 atau jauh lebih kecil jika dibanding dengan nilai F-Distribusi dengan toleransi a = 5 %. Dengan demikian, pemberian selubung KHLJG pada spesimen BKS terbukti secara signifikan mempengaruhi peningkatan kekuatannya.
PENGARUH PENGGUNAAN PECAHAN KERAMIK SEBAGAI PENGGANTI AGREGAT KASAR PADA BETON NORMAL Johan Oberlyn Simanjuntak; Tiurma Elita Saragih; Demarsen Zaluku
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol 6, No 1 (2022): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v6i1.6795

Abstract

 Penggunaan pecahan keramik pada beton Normal merupakan langkah untuk pemanfaatan bahan pecahan guna untuk menggantikan sebagai bahan pengisi atau agregat kasar pada campuran beton. Penelitian ini dimaksudkan untuk mengetahui pengaruh penggunaan pecahan keramik sebagai pengganti sebagian agregat kasar pada beton normal, dengan membandingkan kekuatan antara beton normal dengan beton yang telah di campurkan sebagian pecahan keramik pada agregat kasarnya. Manfaat yang dapat diperoleh dari penelitian ini adalah dapat diketahui pengaruh penggunaan pecahan keramik sebagai pengganti sebagian agregat kasar pada beton normal, Pengujian meliputi uji kuat tekan. Mutu beton normal yang direncankan f’c = 22,5 Mpa. Dari hasil penelitian didapat nilai kuat tekan karakteristik Beton Normal sebesar f’c = 23,22 Mpa pada umur 28 hari dan beton dengan menggunakan pecahan keramik sebagai pengganti agregat kasar dengan variasi campuran 10% sebesar f’c = 16,44 Mpa pada umur 28 hari, variasi 20% sebesar f’c = 13,3 Mpa pada umur 28 hari, dan variasi 30% sebesar f’c = 11,3 Mpa pada umur 28 hari. Didapat hasil semakin besar variasi pecahan keramik mutu beton semakin turun. 
UJI PEMADATAN STANDAR DAN UJI PEMADATAN MODIFIED TERHADAP TANAH YANG DICAMPUR KAPUR Nurmaidah Nurmaidah; Suranto Suranto
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol 6, No 1 (2022): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v6i1.6828

Abstract

Compaction in the laboratory produces the maximum dry volume weight achieved at a certain water content. Compaction test is very dependent on the type of soil, water content and effort given during compaction. The effort given (compaction energy) is very dependent on the number of layer collisions, number of layers, pounder weight, pounder fall height and mold volume. The higher the effort given, the higher the volume of dry volume achieved. In laboratory mechanics soil compaction can be done by two methods, namely compaction with Standard Proctor and Modified Proctor. This study aims to obtain comparison results of the value of maximum dry density and optimum moisture content by using the Standard Proctor and Modified Proctor methods on land from Jalan Pertahanan - Patumbak mixed with Lime. The results of the analysis of the experiments obtained from the Road of Pertahanan - Patumbak soil by passing No. 200 loss 40.06%, Liquid Limit (LL) 31.60%, Plastic Limit (PL) 16.87%, Plastic Index (PI) 14, 73%. According to the Unified Soil Classification (USCS) this land  is  included  in  the  CL-an  organic  symbol  with  low  to  moderate  plasticity,  while  according  to  the Association of State Highway and Transportation Officials (AASHTO) this land is classified into group A-6 where  this  land  is  widely  available  and  is  often  used  as  embankment  material.  Results  of  compaction experiments using the ASTM D-698 Standard Proctor AASHTO T-99 test obtained maximum dry density of 1.931 gr / cm3, optimum moisture content of 11.90%. whereas, with the testing of Modified Proctor ASTM D-1557 AASHTO T-180, the maximum dry density was 1.946 gr / cm3, the optimum moisture content was 12.1%. The values obtained show that the use of the ASTM D-1557 AASHTO T-180 Modified Proctor method is higher than the ASTM D-698 AASHTO T-99 Standard Proctor method
Analisis Keterlambatan Proyek Konstruksi di PT. PLN (Persero) UIP Sumbagut Irwan Irwan; Melloukey Ardan; Nuril Mahda Rangkuti; Febrina Monalisa
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol 6, No 1 (2022): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v6i1.6817

Abstract

Project delays are the main contribution to project cost overruns. The research intends to determine the main factor that cause delays in construction projects at PT. PLN (PERSERO) UIP Sumbagut. In this research, there were 31 variables which were grouped into 6 categories. The research is done by distributing questionnaires to 20 respondents from the owner who also handles the project. The data analysis used a comparison of the percentage, rank mean and standard deviation which were analyzed with Statistical Product and Service Solutions (SPSS). Based on the results of data analysis, it was found that the main factor causing delays in construction projects at PT. PLN (PERSERO) UIP Sumbagut is a shortage of manpower to complete a project. In addition, there are several other dominant factors, namely labor qualifications that do not meet standards; difficulties in financial cash flow and project funding from contractors; scheduling conflicts with sub-contractors and suppliers in the completion of work; security disturbances during the project.
Pemanfaatan Kulit Durian Sebagai Pengganti Sebagian Semen Dalam Pembuatan Beton K-300 Fynnisa Z; Muhammad Irwansyah; Putri Handayani
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol 6, No 1 (2022): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v6i1.6843

Abstract

Concrete is one of the most widely used materials in the construction industry. The constituent materials of concrete are materials that are widely found in nature, including sand and gravel and cement. Therefore, the availability of these natural materials is increasingly running low. While there are many wastes that are not used optimally, one of them is durian skin. The purpose of this study was to determine the results of testing the compressive strength of concrete with the addition of durian skin by 3%, 6%, and 9%. The planned concrete quality is 24 MPa with an estimated age of 28 days. This study used a cylindrical specimen with a size of (15x30) cm, and the specimens made in this study were 4 specimens consisting of 3 variations. The conclusion of this study is that the greater the percentage of the mixture for durian peel as an added ingredient in reducing cement, the higher the compressive strength produced.
ANALISA AMBANG BATAS EMISI CO2 DARI AKTIFITAS LALULINTAS DIRUAS JALAN MT HARYONO MEDAN Ida Deliyarti Agustina
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol 6, No 1 (2022): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v6i1.6818

Abstract

Jumlah dan jenis kenderaan mempengaruhi kapasitas jalan dan meningkatkan mobilitas didalamnya. Pertumbuhan sektor transportasi menyebabkan meningkatnya mobilitas yang tentunya meningkatkan penggunaan bahan bakar minyak (BBM). Hal ini juga mempengaruhi emisi yang dikeluarkan dari kenderaan hingga berefek pada penurunan kualitas lingkungan dikawasan perkotaan. Umumnya peningkatan arus kenderaan terjadi dikawasan kota dimana terjadi perjalanan dengan mobilitas yang sangat tinggi akibat aktifitas industry yang memutar roda perekonomian kota.Penelitian ini dilakukan disepanjang Jalan MT.Haryono, mulai dari perempatan Jalan MT.Haryono dengan Jalan Kesawan Medan hingga Persimpangan Jalan Cirebon. Menghasilkan analisis bahwa kenderaan mobil pribadi menduduki tempat tertinggi dalam segi jumlah, namun kenderaan bermotor roda dua sebagai kenderaan penyumbang Emisi CO2 terbanyak saat beroperasi disepanjang ruas jalan penelitian yaitu antar 105,24 kg/km.jam
Optimasi Kekuatan Tekan Beton Kolom Silinder Diperkuat Selubung Komposit Laminat Jute Dengan Metode Anova Diko Alamsyah; Achmad Jusuf Zulfikar; M Yusuf Rahmansyah Siahaan
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol 6, No 1 (2022): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v6i1.6165

Abstract

Tujuan penyelidikan ini ialah analisis kekuatan tekan spesimen beton silinder yang diperkuat dengan selubung komposit laminat jute (KLJ), analisis distribusi data yang dihasilkan dari eksperimental yang telah dilakukan dengan menggunakan metode fungsi kerapatan variasi data dan analisis optimasi kekuatan komposit laminat jute epoksi sebagai penguat struktur beton akibat beban statik tekan.  Metode yang digunakan ialah metode Analysis of Variance (Anova). Hasil penelitian ini ialah kekuatan tekan maksimum rata-rata diperoleh pada jumlah selubung KLJ sebanyak 3 lapis, yaitu 23.84 MPa atau mengalami peningkatan kekuatan tekan rata-rata hingga 40 % tehadap spesimen tanpa selubung. Hasil analisis terhadap fungsi kerapatan variasi terhadap seluruh data uji menunjukkan bahwa data-data hasil eksperimental tersebut adalah terdistribusi secara normal pada interval populasi rata-rata ± standar deviasi. Berdasarkan hasil analisis Anova memperlihatkan bahwa nilai F0 hasil eksperimental yaitu 0,93 adalah jauh lebih kecil jika dibanding dengan nilai F-Distribusi dengan toleransi a = 5 %, DoF treatment = 2, dan DoF error = 6, yaitu 5,14. Dengan demikian, pemberian selubung KLJ pada spesimen beton silinder terbukti secara signifikan mempengaruhi peningkatan kekuatannya.
PEMETAAN DAERAH RAWAN BENCANA KECAMATAN BELAWAN DENGAN APLIKASI SISTEM INFORMASI GEOGRAFIS Kartika Indah Sari; Darlina Tanjung
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol 6, No 1 (2022): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v6i1.6819

Abstract

District Medan Belawan often subjected to tidal flooding. This is due to because the region is located on the coast of the beach and the surface of the ground is lower than the surface of the ocean. Some of the factors that cause the occurrence of tidal flooding are global warming, high rainfall, deforestation of mangroves, the utilization of ground water for excessive, and green open space in Medan city is only available to 10% of the total area. One disaster mitigation efforts required Mapping of disaster risk as a benchmark in preparing the program and activity. Furthermore, mapping the risk of flood disaster can provide input to the government of the municipality of the field in an effort to cope with the flood disaster that occurred in district Medan Belawan. Mapping disaster-prone areas district belawan with the application of information systems geographical conducted to classify the flood zone is located in district of Medan Belawan base the physical conditions that affect the risk of flood disaster. In addition, for identifying the number of roads, the population and buildings affected by the floods done by using the results of the mapping flood prone areas based on spatial, so we knew which roads affected by flooding as much as 160 roads with a length of road 38.595 meters and the building affected by the flood reached 10.939 units spread over six districts.

Page 11 of 22 | Total Record : 218

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