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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 126 Documents
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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).
ANALISA PERBANDINGAN BIAYA PEMBUATAN INSTALASI PENGOLAHAN AIR LIMBAH (IPAL) INDIVIDU DAN KOMUNAL Lucky Amperawan S.; Ivan Taufik
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.v4i1.127

Abstract

Pengentasan kemiskinan masih menjadi tantangan bagi pemerintah Kabupaten atau Kota, karena merupakan masalah yang harus segera diselesaikan guna meningkatkan perekonomian di kawasan permukiman. Diperlukan penekanan dari pihak pemerintah untuk meningkatkan akses terhadap infrastruktur dasar permukiman yang dapat menciptakan lapangan pekerjaan bagi masyarakat, sesuai arahan Presiden Republik Indonesia pada rapat terbatas tanggal 18 Oktober 2017. Akses penduduk terhadap sarana air limbah domestik dan persampahan dikawasan desa tertinggal berkaitan dengan aspek kesehatan, lingkungan hidup, pendidikan sosial budaya serta kemiskinan. Dengan tersedianya sarana air limbah domestik dan persampahan serta adanya pemahaman tentang hidup bersih maka semakin kecil kasus terhadap gizi buruk dan stunting. Solusi dalam penyediaan sarana air limbah domestik dan persampahan permukiman khususnya bagi Masyarakat Berpenghasilan Rendah (MBR) di lingkungan Desa tertinggal melalui pelaksanaan penelitian Pembangunan Sanitasi Perdesaan.
METODE MEKANISTIK-EMPIRIS UNTUK MENGEVALUASI TEBAL PERKERASAN LENTUR MENGGUNAKAN PROGRAM (STUDI KASUS : JALAN CIBADAK-CIKIDANG-PELABUHAN RATU). An An Anisarida; Slamet Prabowo; Engelbertha N. Bria Seran
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.v4i1.128

Abstract

Ruas Jalan Cibadak-Cikidang-Pelabuhan Ratu merupakan jalan provinsi dalam rangka mendukung perkembangan daerah Jawa Barat Selatan untuk menumbuhkan investasi yang berdampak pada peningkatan perekonomian nasional. Pada penelitian ini digunakan Pt-T-01- 2002-B serta Manual Desain Perkerasan Jalan 2017 untuk mendesain tebal perkerasan lentur pada ruas jalan tersebut secara empiris yang dikontrol dengan program KENPAVE secara mekanistik. Tebal lapis perkerasan lentur yang didapatkan menggunakan metode Pt T-01-2002-B adalah AC-WC dengan tebal 4 cm dan AC-BC dengan tebal 8 cm sebagai lapis permukaan, AC-Base sebagai lapis pondasi atas dengan tebal 10 cm dan LFA Kelas A sebagai lapis pondasi bawah dengan tebal 20 cm. Tebal lapis perkerasan lentur yang didapatkan menggunakan metode Manual desain perkerasan jalan 2017 adalah AC-WC dengan tebal 4 cm dan AC-BC dengan tebal 6 cm sebagai lapis permukaan, AC-Base sebagai lapis pondasi atas dengan tebal 8 cm dan LFA Kelas A sebagai lapis pondasi bawah dengan tebal 30 cm. Hasil evaluasi menggunakan program KENPAVE didapatkan bahwa hasil desain perkerasan lentur metode struktur perkerasan baik hasil desain melalui Pt T-01- 2002-B maupun Manual Desain Perkerasan Jalan 2017 mampu mencapai umur rencana. Tebal perkerasan alternatif yang mampu menahan repetisi beban lalu lintas ditinjau dari fatigue cracking, rutting dan permanent deformation dari metode Pt T-01-2002-B dan Manual Desain Perkerasan Jalan 2017 B adalah AC-WC dengan tebal 4 cm dan AC-BC dengan tebal 5 cm sebagai lapis permukaan, AC-Base sebagai lapis pondasi atas dengan tebal 5 cm dan LFA Kelas A sebagai lapis pondasi bawah dengan tebal 35 cm.
EFISIENSI WAKTU DAN BIAYA DALAM PENGGUNAAN ALAT BERAT PADA PEKERJAAN PEMELIHARAAN OVERLAY RUAS TOL CIPULARANG JALUR A Syapril Janizar; Faisal Hadi Abdullah
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.v4i1.129

Abstract

Toll roads are transportation infrastructure that has a very important role in supporting economic, social, and cultural growth. With the passage of time, toll roads will due to an decrease in conditions such as damage to road pavements, so road maintenance is needed. In toll road maintenance, in the use of heavy equipment is very necessary with the aim of facilitating work in the location. However, if its use is not done wisely, it will experience losses in terms of costs and time, such as not reach the targets or schedules that have been planned, then rental costs and heavy equipment maintenance costs that swell. In order not to experience losses in the use of heavy equipment in a construction project, it is necessary to manage management in the use of heavy equipment by optimizing costs and time so that the use of heavy equipment worth efficiently, and on time as planned.
Analisis Volume Sedimen Terhadap Pendangkalan Di Dalam Saluran Primer Jaringan Irigasi (Studi Kasus: D.I. Cipicung Subang) Deny Ernawan
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.131

Abstract

Research conducted in the primary canal of D.I Cipicung, Subang Regency, experienced damage to the irrigation network. Damage to the D.I Cipicung irrigation canal network in the primary canal, so that research is needed to find out how much silting volume is caused by sediment deposition in the irrigation canal. The method in this study uses a mathematical method to determine the volume of sediment deposition in the channel. The results show that the volume of sediment in the primary canal in the Cipicung D.I irrigation network is Vq Primary = 16.24 m3 (difference in depth 0.64 m) or 0.16% of the length per section 50.5 m of the total length of the primary canal 300 m and the change in the cross section of the primary channel is A = 1.25 m2 or 27.11%. So that the results of these calculations, it is necessary to resolve by repairing the right side of the canal lining with construction, the entrance channel from the river to the primary canal needs to be built a gate, dredging of sediment is required in the primary canal, and maintenance is required so that the canal is routinely once a week or once a month so that the strong channel is not quickly damaged.

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