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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 12 Documents
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Search results for , issue "Vol 4 No 2 (2023): July" : 12 Documents clear
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.
DETEKSI KERETAKAN JALAN ASPAL MENGGUNAKAN METODE CONVOLUTIONAL NEURAL NETWORK ari Wibowo; yusuf yulianto
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.v4i2.132

Abstract

Road conditions determine the comfort of road users, the comfort of these road users is the responsibility of the Public Works and Spatial Planning Office in each region. Roads are of course an important aspect because roads are the main supporting factor in the social, cultural, environmental fields which are developed in order to achieve an equitable distribution of development between regions and sustainability with regional and economic development approaches. The first step that must be taken by policy makers in seeking comfort for users is to evaluate the quality of roads, including in Indonesia. The evaluation in question includes estimating repairs, required construction, estimating quality. The strategic step in making road quality evaluation steps is to detect road cracks on the surface. One of them is by implementing an intelligent system method in detecting road damage using the Convolutional Neural Network (CNN) algorithm. The input is an image of the road surface in RGB format. The image is obtained from kaggle as many as 2074 images. Based on the results of the tests and evaluations that have been carried out, it can be concluded that the system built has succeeded in producing very good data as evidenced by an accuracy rate of 92.9%.
PAVING BLOCK TANPA SEMEN BERBAHAN LIMBAH PLASTIK Mustakim Mustakim; Asrul Asrul; Asnita Virlayani
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.v4i2.133

Abstract

The problem of plastic waste that is not handled and managed optimally can cause environmental damage. This study aims to test the compressive strength and water absorption value of paving blocks made of plastic which are designed using a mixed variation of V50-50 (50% sand, 50% plastic), V25-75 (25% sand, 75% plastic) and V0-100 (0% sand, 100% plastic) of the total proportion of the paving block mix. The method is carried out by melting PP (Polypropylene) mineral glass plastic, mixed with sand based on variations, printed according to the size of the paving block and used as a test sample in the form of a dice. The average compressive strength test results show that the sample with the code V25-75 has a relatively higher compressive strength value than V50-50 and V0-100. The average compressive strength value of the sample with code V25-75 is 11.53 MPa, followed by code V50-50 of 9.63 MPa, and the lowest is coded V0-100 of 3.70 MPa. The compressive strength value is influenced by the optimal percentage between sand and plastic, plastic serves as a binder for sand in a mixture of paving blocks. The percentage of water absorption value will continue to decrease along with the addition of plastic waste in the paving block mixture, V50-50 is 1.44, V25-75 is 0.88 and V0-100 is 0.16. This research is expected to be applied by the community to make paving block products, so that it can reduce the amount of plastic waste globally.
LIFE CYCLE COST ANALYSIS OF HOUSEHOLD DESIGN WIRASAKTI HOSPITAL, KUPANG CITY Gregorius Paus Usboko; Merzy Mooy; Sri Santi M L F Seran
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.v4i2.134

Abstract

Kupang City has development potential because it is still classified as a developing city. In general, the Wirasakti Hospital building construction project in the city of Kupang has implemented the project management concept well, but there are still a number of things that need to be considered in order to use costs efficiently and effectively. The building elements that are reviewed and analyzed are the stair elements in the building project by considering several aspects, namely the cost aspect, the comfort aspect and the aesthetic aspect. This research presents an algorithm for choosing the best alternative field among various stair design structures (staircase types) using Life Cycle Cost. Economic efficiency (removing and replacing secondary functions), landscaping, construction capabilities, function of building elements (replacing systems) are considered in the planning of stair elements. Replacing the system, eliminating and replacing secondary functions are evaluated for each plan for each alternative plan with optimal design taking into account the life cycle cost (LCC). The results of the Life Cycle Cost analysis are obtained as alternative stairs which are selected using stair beam materials with calcide/calcistair, stair plates with hollow iron and glass railings & stainless steel pipes.
PENILAIAN REAL PROPERTI BERUPA TANAH KOSONG DI KOTA DENPASAR PROVINSI BALI I Gusti Agung Ananda Putra
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.v4i2.135

Abstract

This research is focused on real property in the form of vacant land. The purpose of the property valuation is for the purpose of buying and selling. This research uses a market approach and market data comparison method. The type of data used is quantitative and qualitative primary data which is divided into three types, namely: general data, special data and market data. The results showed that the market value of property objects in the form of vacant land located on Jalan Tukad Citarum Gang FI, Renon Village, South Denpasar District, Denpasar City, Bali Province using the market data comparison method is Rp. 7,500,000/m2.
RESCHEDULLING PROYEK PERKUATAN STRUKTUR DERGAMA BERLIAN TANJUNG PERAK SURABAYA MENGGUNAKAN MICROSOFT PROJECT Mohammad Rizal Mantovani Rizal
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.v4i2.136

Abstract

In the implementation of a project sometimes it does not go well, because there are obstacles that hinder the existing work. One of the obstacles that are often encountered in the field in the Tanjung Perak Diamond Pier Structure Strengthening project in Surabaya is uncertain weather conditions, this is because in carrying out the initial planning the planners did not consider the weather conditions that would occur during the implementation of this project. The impact that arises due to this delay is the increase in the duration and budget for the implementation of the project. So that in overcoming this, rescheduling is carried out which is expected to produce a logical and realistic schedule. Many methods are used in scheduling, where the method is expected to facilitate planning scheduling. The purpose of this research is to calculate the required duration of the project implementation after rescheduling. This type of research is analytic in nature. Data collection in the form of secondary data such as schedules and Budget Plans (RAB) is carried out by directly requesting the required data from related parties, then evaluating the initial schedule, followed by preparing a new schedule using Microsoft Project tools using the Critical Path Method (CPM) ). The results of this study showed that the duration of rescheduling was 99 days, 22 days faster than the actual planned duration of 121 days. Keywords : Reschedulling, RAB, Microsoft Project
ANALISIS PELEBARAN RUAS JALAN CIOMAS - MANDALAWANGI An An Anisarida; Lathifah Nasayyidah Sopian
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.v4i2.148

Abstract

Jalan di Indonesia secara konstan mengalami peningkatan seiring dengan pertumbuhan penduduk, pergerakan arus serta volume lalu lintas. Jalan yang memiliki fungsi sebagai sarana penghubung antara manusia dengan tata guna lahan agar dapat meningkatkan kapasitas jalan maka diperlukan pelebaran. Jalan Ciomas – Mandalawangi merupakan jalan provinsi yang selalu di jadikan jalan alternative untuk menuju kawasan wisata di sekitar lokasi, saat ini kondisi lebar jalan exsisting nya belum sesuai standar jalan provinsi di mana lebar minimal kurang lebih 8 meter sehingga di perlukan suatu penanganan dengan cara melebarkan ruas jalan Ciomas – Mandalawangi guna memperlancar arus lalulintas di ruas jalan tersebut. Perencanaan pelebaran jalan ini menggunakan Metode Pt-T-01-2002-B/AASTHO 1993. Dari hasil analisa dapat disimpulkan diperoleh tebal lapis permukaan Laston adalah AC-WC 4 cm, AC-BC 6 cm, tebal Lapis Pondasi Atas (Agregat) kelas A dengan CBR 100% adalah 16 cm, Lapis pondasi bawah (sirtu) kelas B dengan CBR 50% adalah 24 cm dengan umur rencana 20 tahun.
“APLIKASI EARNED VALUE ANALYSIS PROYEK PEMBANGUNAN GEDUNG ASRAMA SISWA TERPADU MAN 1 KABUPATEN CIAMIS” Syapril Janizar; Rima Dian Purnama Putri
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.v4i2.149

Abstract

Manajemen proyek adalah suatu aktivitas yang didalamnya terdiri atas kegiatan merencanakan, memimpin, mengorganisir, serta mengendalikan sumberdaya organisasi perusahaan untuk mencapai tujuan organisasi yang telah ditentukan dalam jangka waktu tertentu dengan sumber daya tertentu. Studi kasus pada Proyek Pembangunan Gedung Asrama Siswa Terpadu Madrasah Aliyah Negeri 1 Kabupaten Ciamis yang berlokasi di Jalan K.A Fadil II No.53 Kampus Pesantren Darussalam Ciamis Desa Dewasari Kecamatan Cijeungjing Kabupaten Ciamis 46271. Menganalisis proyek menggunakan konsep Nilai Hasil (Earned Value Analysis) yang dititik beratkan pada waktu pelaksanaan Proyek Pembangunan Gedung Asrama Siswa Terpadu Madrasah Aliyah Negeri 1 Kabupaten Ciamis. Mengetahui dan menambah wawasan tentang pengendalian biaya dan waktu pada suatu proyek dengan penerapan Earned Value Analysis. Waktu penyelesaian pekerjaan sudah sesuai dengan rencana pekerjaan sehingga pekerjaan dapat selesai sesuai dengan jadwal
Analisis Pemanfaatan Abu Sekam Padi dan Tempurung Kelapa untuk Bahan Beton Terhadap Sifat Struktural Ismi Purnamasari; Kukun Rusyandi; Ida Farida
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.v4i2.150

Abstract

Concrete is a construction material that was widely used in various structural elements of buildings. Concrete formed from a paste made of cement, coarse and fine aggregate mixed with water. Therefore, rice husk ash is an agricultural-based product that can be used as a cement additive without reducing its strength and durability. In this study, a research was conducted on theanalisys of the combined substitution between rice husk ash and coconut shell on the structural properties and composition of concrete. Rice husk ash in normal size can be used for fine aggregate, and coconut shell flakes as coarse aggregate. Variations of concrete mix are 15%, 20% and 25%. As a substitute for concrete, the material was characterized using the modern equipment available, namely X-ray Fluorescence (XRF) and X-ray Diffraction (XRD). The results of XRD and XRF on the two substitution materials showed that the highest concentration was SiO2. Rice husk ash has an SiO2 of 85.65%, while in coconut shell it is 23.79%. Then a method of mixing all the ingredients to be made into concrete was tested mechanically to determine the compressive strength Furthermore, the XRD results of the concrete showed that there were amorphous and crystalline silica phases. The XRF results of the concrete material show that the Silica element is still present in the concrete which indicates it will strengthen the concrete structure. So in this study, rice husk ash and coconut shell ash can be used as a substitute for concrete
ANALISIS EFEKTIVITAS PENGGUNAAN ALAT BERAT PADA SUATU PROYEK KONSTRUKSI (Studi Kasus : Pembangunan Kolam Retensi Wilayah Sirnaraga – Kota Bandung) Syapril Janizar; Aldy Ardianto; Felix Setiawan
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.v4i2.151

Abstract

This research is motivated by the need to observe and analyze the efficiency of using heavy equipment in the retention pond construction project in the Sirnaraga area. The purpose of this study was to determine the production capacity of heavy equipment used, the efficiency factor of heavy equipment and to analyze the effect of the efficiency factor on the production capacity of heavy equipment. The method used in this research is descriptive analytic method which focuses on solving actual problems, where the data collected, compiled, explained and analyzed. The results showed that the production capacity of heavy equipment for excavators was 52.14 m3/hour, dump truck was 11.60 m3/hour, stamper was 540.00 m3/hour, vibrator concrete was 750 m3/hour, portable concrete mixer pump was 83 m3/hour, and hydraulic truck crane of 10.384 tons/hour; efficiency factor of heavy equipment for excavator is 0.83 (good operating condition), dump truck is 0.80 (medium), stamper is 0.81 (good), vibrator concrete is 0.83 (good), portable concrete mixer pump is 0.83 (good), and hydraulic truck crane 0.83 (good); The greater the production capacity of each unit of heavy equipment, the higher the efficiency factor of the heavy equipment obtained with good operating conditions. Vice versa, if the production capacity is small, the efficiency factor value of the heavy equipment used will also be small.

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