cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Syapril Janizar
Contact Email
jurnaltekniksipilcendekia@gmail.com
Phone
+6289602817819
Journal Mail Official
jurnaltekniksipilcendekia@gmail.com
Editorial Address
Jl. Pahlawan No.69, Sukaluyu, Kec. Cibeunying Kaler, Kota Bandung, Jawa Barat 64987
Location
Kab. sumedang,
Jawa barat
INDONESIA
Jurnal Teknik Sipil Cendekia (JTSC)
Published by Universitas Winaya Mukti
ISSN : 27236552     EISSN : 27233375     DOI : https://doi.org/10.51988/vol1no1bulanjulitahun2020
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
JTSC: Jurnal Teknik Sipil Cendekia is published by Civil Engineering Study Program, Faculty of Engineering, Planning and Architecture, University Winaya Mukti. This peer-reviewed journal is designated to publish articles that report the results of research in civil engineering science. JTSC: Jurnal Teknik Sipil Cendekia invites particularly manuscripts or research-based articles in the diverse topics include functional areas of Transportation Engineering, Structure, Design road and Bridge, Geotechnic, Management Project, Contruction Management, Hydrology and Water Resources, Information Civil Technology (ICT), Entrepreneurship Civil Engineering and Engineering Economics. The manuscripts or research-based articles that will be accepted are qualitative, quantitative research and mixed method written either in Bahasa or English. We are the editorial team, welcoming the papers submissions from various audiences or professions such as researchers, academicians, students, practitioners, regulators and others who interested in Civil Engineering studies.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 13 Documents
 1   2 
Search results for , issue "Vol 4 No 1 (2023): February" : 13 Documents clear
OPTIMASI OPERASIONAL BENDUNGAN LEUWIKERIS BERBASIS NILAI MANFAAT: OPTIMASI OPERASIONAL BENDUNGAN LEUWIKERIS BERBASIS NILAI MANFAAT Wahyu Gendam Prakoso; Pengki Irawan; Herianto Herianto; Novia Komala Sari; Sundari Fauziah; Asep Kurnia Hidayat
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.99

Abstract

Sungai Citanduy memiliki luas 48.000 ha dengan ketersediaan air sebesar 5,30 milyar m3/tahun atau setara dengan 170 m3/detik. Berdasarkan rencana penyediaan air Wilayah Sungai Citanduy tahun 2014 kebutuhan untuk irigasi, RKI (Rumah tangga, Kota, dan Industri) dan kebutuhan lainnya memiliki total 86,73 m3/detik, namun yang dapat terpenuhi hanya 78,30 m3/detik. Bendungan Leuwikeris diharapkan dapat memenuhi penyediaan air irigasi seluas 11.216 ha, air baku 0,845 m3/detik dan PLTA sebesar 20 MW, oleh karena itu diperlukan studi pola operasi waduk untuk mengetahui pola operasi yang paling optimal terhadap water supply dan produksi listrik berdasarkan nilai manfaatnya. Studi ini diawali dengan melakukan pembangkitan data debit PDA Cirahong selama 50 tahun, data diolah untuk mendapatkan besar debit waduk serta kebutuhan air untuk air irigasi, air baku dan potensi PLTA, diakhiri dengan optimasi dan simulasi pola pengoperasian waduk. Hasil analisis yang didapat dari pembangkitan data tahun 2022-2072, didapatkan nilai debit terbesar 197,171 m3/detik dan terkecil 14,002 m3/detik. Besar kebutuhan air irigasi maksimum untuk padi pada awal tahun pengoperasian (2024) sebesar 28,294 m3/detik dan palawija sebesar 11,769 m3/detik, kebutuhan air baku 10,49 m3/detik, dan kebutuhan air PLTA pada kondisi minimal sebesar 18,67 m3/detik dengan daya sebesar 9 MW dan pada kondisi maksimal sebesar 39,414 m3/detik yang menghasilkan daya sebesar 19 MW
ANALISIS KINERJA SIMPANG BERSINYAL MENGGUNAKAN PTV VISSIM (STUDI KASUS SIMPANG GUNUNG SABEULAH KOTA TASIKMALAYA) Gary Raya Prima; Nina Herlina; Imam Zainil Arif
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.106

Abstract

Simpang Gunung Sabeulah merupakan jalan penghubung beberapa kecamatan di Kota Tasikmalaya yang memiliki permasalahan lalu lintas dikarenakan meningkatnya volume kendaraan dan tingginya hambatan samping di sekitar ruas jalan. Penulis berinisiatif untuk menganalisis permasalahan tersebut dengan manajemen lalu lintas. Penelitian ini bertujuan untuk meningkatkan kinerja Simpang Gunung Sabeulah Kota Tasikmalaya sehingga dapat mengurangi permasalahan lalu lintas yang ada. Penelitian dilakukan dengan cara observasi dimana pengambilan data primer dilakukan di lokasi penelitian selama 2 minggu pada saat waktu puncak. Data tersebut dianalisis dengan cara simulasi lalu lintas menggunakan software PTV Vissim. Hasil analisis digunakan sebagai acuan untuk mengevaluasi kinerja Simpang Gunung Sabeulah sehingga dapat menghasilkan solusi terbaik. Berdasarkan hasil pemodelan software PTV Vissim kondisi eksisting yaitu panjang antrian (Qlen) = 18,78 meter dengan tundaan (VehDelay) = 30,82 detik/kendaraan, dan tingkat pelayanan (Level of Service) = C atau sedang. Hasil yang didapat pada kondisi eksisting dinilai kurang memuaskan sehingga direncanakan alternatif guna meningkatkan kinerja simpang yaitu alternatif 1 perancangan ulang waktu siklus dan alternatif 2 perancangan ulang fase sinyal lalu lintas sesuai dengan pemodelan PTV Vissim.
KLASIFIKASI DAN DETEKSI KERETAKAN PADA TROTOAR MENGGUNAKAN METODE CONVOLUTIONAL NEURAL NETWORK: Classification and Detection of Cracks on Sidewalks Using the Convolutional Neural Network Method ari Wibowo; E Setiyadi
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.116

Abstract

Trotoar adalah bagian dari jalan raya yang khusus disediakan untuk pejalan kaki dimana trotora pada umumnya terletak di daerah manfaat jalan untuk memudahkan ketika berjalan kaki. Hal ini agar pejalan kaki tidak bercampur dengan kendaraan yang tentunya dapat memperlambat arus lalu lintas dan dapat membahayakan pejalan kaki itu sendiri. Namun pada kenyataannya permukaan trotoar memiliki kondisi yang beragam. Oleh karena itu perbaikan trotoar merupakan solusi tepat agar kerusakan trotoar tidak semakin memburuk dan tidak mengganggu para pengguna trotoar. Langkah pertama dalam permukaan trotoar adalah mendeteksi kerusakan yang ada di permukaan. Salah satu metode yang dapat dipakai dalam mendeteksi kerusakan pada trotoar adalah menggunakan teknologi terkini salah satunya adalah memanfaatkan deep learningdengan metode CNN. Tujuan penelitian ini adalah menyusun algoritma yang secara khusus digunakan untuk membedakan trotoar yang retak dan tidak retak. Adapun dataset latih yang digunakan sebanyak 3200 citra gambar dan 800 citra untuk data uji. Dimana gambar gambar ini kami ambil dari katalog kaggle. Dari penelitian yang kami lakukan hasil pengujian menunjukkan bahwa model berhasil membedakan permukaan trotoar yang retak maupun yang tidak retak dengan akurasi yang cukup tinggi, dimana nilai akurasi rata-rata yang dihasilkan di atas 96% dan nilai loss yang mendekati 1,5%.
MODIFIKASI SIFAT PLASTISITAS TANAH LEMPUNG DENGAN PENAMBAHAN PASIR: MODIFIKASI SIFAT PLASTISITAS TANAH LEMPUNG DENGAN PENAMBAHAN PASIR Alfian Adie Chandra
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.117

Abstract

Clay soil is a type of fine-grained soil and spread many areas in Indonesia, especially Papua province. Clay soil has the plasticity characteristic where it can changes in texture and even volume influence of changes water content. Clay contains several types of minerals but the montmorillonite causes clay have the ability to absorb and seem store water longer than other soil types. The high plasticity characteristic of clay soil is the reason why this type of soil has the ability to experience volume changes such as swelling during the rainy season and shrinking during the dry season. This condition is one of the causes of clay soil having a low carrying capacity when the rainy season or when the water content contained high, so it often causes subsidence in roads or buildings. Montmorillonite content in clay can be reduced and the texture and size of very small grains can be changed by adding other materials. In this study by adding sand material with a composition 10%, 20% and 30% to the weight of clay in the original condition. Tests to determine changes in the plasticity of clay are soil properties, liquid limit, plastic limit which all of these tests refer to the applicable SNI tests and are carried out at the Civil Engineering Laboratory, Faculty of Engineering, Cenderawasih University. The data from the test results above will be used to see changes in the characteristics of clay soil, both in terms of grain size gradations and plasticity properties.
Analisa Numerik Perilaku Penampang Baja Canai Dingin Unlipped Channel Akibat Beban Aksial Budiman Budiman
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.119

Abstract

The development of construction material that is more efficient and friendly continued by researchers. Steel is a material that is widely used in construction, especially hot-rolled steel, the use of cold-formed steel is an innovation where cold-formed steel has more advantages than hot-rolled steel. Many studies of cold-formed steel sections due to applied loads have been carried out to observe the behavior and capacity of the sections. An unlipped channel is a steel section that can be used in buildings, cold-formed steel unlipped channel will be subjected to an axial load to see the behavior and capacity of the section which is the aim of this study. In this study, a numerical analysis of cold-formed steel sections will be performed using the finite element method through ABAQUS software, the numerical analysis is committed based on existing research in the literature. The Sectional capacity resulting from the numerical analysis will be compared with the effective width method approach based on SNI 7971-2013.
BLIND TEST PERBANDINGAN PERFORMA SEMEN POWERMAX DENGAN SEMEN PCC+ BERDASARKAN DATA SERTA PERSEPSI PEKERJA DAN PELAKU KONSTRUKSI DI LAPANGAN Febi Rianda
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.120

Abstract

Cement is known as an adhesive material used to bonding building materials or other materials. Portland cement is a construction material that used in the production of concrete. This study is a blind test on Powermax cement and Powermax's replacement product, PCC+. Powermax is known as cement which has several superior characteristics, Powermax has a good flow and no need a lot of water but still produces fluffier and maximum mix. PCC+ cement is a hydraulic cement made from grinding Portland cement slag with gypsum and pozzolanic materials with one or more inorganic materials. This study used 3 locations with different research objects, consists of CPM Sampono Cimahi (Concrete Panel, U-Ditch, and Box Culvert), Central Cimahi (Mock Up Column (internal)), and CPM Samson Jaya Tasikmalaya (Paving Block). The results showed that Powermax has a darker color than PCC+ viewed by color and visuals. PCC+ is already at the bleeding point with 70% w/c while Powermax with 70% w/c is still sufficient for concrete quality > K-200 from the builder's perception viewed by water requirements. PCC+ has a compressive strength of 10% stronger than Powermax viewed by the resulting compressive strength,. This study is useful to help readers know the performance between Powermax and PCC+ as a consideration in selecting the type of cement to plan construction projects.
The Coconut Fiber: USE OF COCONUT COIR WASTE AS A NATURAL REINFORCEMENT MATERIAL IN NORMAL CONCRETE Muhammad Buttomi Masgode Buttomi
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.122

Abstract

Until now, the utilization of coconut coir waste in Kolaka Regency, Southeast Sulawesi Province, has not been optimal, especially in the world of construction. This study aims to examine the effect of using coconut coir fiber as a natural reinforcement material in concrete. The research method is using experimental methods carried out in the laboratory. The test sample used with dimensions of 150 mm x 300 mm. There were 2 (two) types of samples used, namely normal concrete samples and concrete samples with coconut fiber reinforcement with a total sample of 30 pieces with a concrete design age of 7 days, 14 days and 28 days. After drying, 15 samples were coated with coconut fiber waste using adhesive glue, the remaining 15 samples were not given reinforcement. The results of this study obtained the compressive strength test data for normal concrete aged 7 days of 13.46 MPa and concrete with reinforcement of 11.26 MPa. At the age of 14 days the compressive strength of normal concrete is 17.55 MPa and reinforced concrete is 20.51 MPa. And, for normal concrete age of 28 days it is 22.59 MPa and concrete with reinforcement is 25.80 MPa. The conclusion of this study is that there is an increase in compressive strength for concrete with reinforcement against normal concrete from a design compressive strength of 22.5 MPa, which is 14.67%. Keyword: Natural Reinforcement, Coconut Coir, Concrete
FEASIBILITY STUDY OF ROAD SUB BASE COURSE USING SIRTU KONAWEHA BASED ON CBR VALUES Al Tafakur La Ode
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.123

Abstract

Pavement is one part of the traffic lane that functions to provide services to land transportation facilities. For good road construction foundation media, quality cannot be separated from quality. The Konaweha area contains Sirtu which is quite abundant and has the potential to be used as a road pavement construction material. One way to test the quality of sirtu is by testing it in the laboratory using the California Bearing Ratio (CBR) tool. Sirtu is an extension of rock sand, which is the most widely needed C mineral. the tests were carried out at the Satria Jaya Sentosa Laboratory, namely testing for water content, sieving, specific gravity, abrasion, Atterberg limits, clay lumps, proctor and CBR. The results of the CBR and proctor test characteristics of Sirtu Konaweha Village were based on research conducted in the laboratory, namely Specific gravity = 2.754 gram/cc, Optimum MC = 5.25%, ?d Max. 100 % = 2.222 gram/cm3, ?d Max. 95% = 2.111 gram/cm3, planned CBR Value 1” (Inc) = 68%. From the test results it meets the requirements of the 2010 Bina Marga specification as a subbase layer material.
ANALISA KONDISI FUNGSIONAL JALAN DENGAN METODE SURVEI VISUAL, PSI DAN RCI SERTA ANALISA SISA UMUR LAYAN JALAN PADA RUAS JALAN SINDANGLAYA KOTA BANDUNG Edward Hafudiansyah; Faris Musyafa; Yudi Sekaryadi
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.124

Abstract

Sindanglaya Road is a national road in the Bandung that connects the economy between national activity centers, namely the Greater Bandung urban area. So it is necessary to have a road that has good service conditions with a service life that is in accordance with the plan. This study aims to determine the value of the functional condition of the pavement using visual methode, the PSI and RCI methods, as well as to determine the analysis of the remaining service life of the road. In the analysis of the functional condition of the Sindanglaya road using IRI data from Balai Besar Pelaksanaan Jalan dan Jembatan DKI Jakarta-Jawa Barat. The IRI data is correlated with the PSI value to obtain the road service function and the RCI to obtain the road surface condition. Meanwhile, the analysis of the remaining service life used the AASHTO 1993 method using traffic data. Based on the calculations, it was obtained that the functional condition of the Sindanglaya Road shows that the average service function of the road is less, with a PSI value of 4.99 and for the visual condition of the road surface it is very good, generally flat with an RCI value of 7.007. The results of the analysis of road service life on the Sindanglaya Road section show that the service life of the road will end in 2028 or 3 years faster than the final plan in 2031, where there is a decrease in road service life of 13,952 %.
PENGENDALIAN WAKTU PELAKSANAAN PROJECT DENGAN MENGGUNAKAN EARNED VALUE CONCEPT Felix Setiawan; Maulana Ihsan
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 1 (2023): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i1.125

Abstract

The success of a project is a series of activities that include the stages of planning, implementation and supervision, so that the goals that have been set can be achieved and implemented. Therefore, it is necessary to carry out supervision and control measures in various sectors, especially time control. The method used in this study is the Earn Value Concept method. This research was conducted, with the aim of knowing the performance of the project, problems occurring and solutions to these problems. The data used are in the form of an S curve, RAB, and weekly progress reports. From these data obtained the results of BCWS and BCWP, with the help of Microsoft Excel programs set SV, SPI values, as well as predicting the final time of the project (ETC and EAC).

Page 1 of 2 | Total Record : 13

 1   2 

Filter by Year

2023 2023


Reset
Filter By Issues
All Issue Vol 6 No 2 (2025): July Vol 6 No 1 (2025): February Vol 5 No 2 (2024): July Vol 5 No 1 (2024): February Vol 4 No 2 (2023): July Vol 4 No 1 (2023): February Vol 3 No 2 (2022): July Vol 3 No 1 (2022): Februari Vol 2 No 2 (2021): Juli Vol 2 No 1 (2021): February Vol 1 No 1 (2020): Juli More Issue