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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 171 Documents
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A Stabilized Modified Lax Scheme with Numerical Filter for Accurate One-Dimensional Pollutant Transport Modeling Qalbi Hafiyyan; Azwa Nirmala
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 2 (2026): May
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i2.546

Abstract

Pollutant transport in water is a global issue commonly modeled using advection-diffusion equations that describe transport driven by concentration gradients and flow velocity. Because analytical solutions are limited to simple cases, numerical methods are essential for simulating pollutant transport. However, many existing numerical models require complex formulations to achieve accurate, stable solutions. This study proposes a one-dimensional numerical model based on a modified Lax scheme combined with the Hansen filter, providing stable, accurate solutions with a simpler formulation. The proposed model is evaluated using three test cases: pure advection, advection-diffusion, and a Gaussian pulse. The performance of the proposed numerical model is compared with the exact solution using L2, L?, and absolute error analysis. For the pure advection case, the proposed model achieves L2=0.048 and L?=0.011, which are lower than those reported by some previous numerical models. In the advection-diffusion case, the model also has better accuracy than some previous numerical models with L2=0.0948 and L?=0.0422. For the Gaussian pulse case, the absolute error remains very small at 8.76 × 10-5 at the concentration peak. show that the proposed model can suppress numerical oscillations while maintaining high accuracy and efficiency, making it effective for one-dimensional simulations of pollutant transport.
PENERAPAN SISTEM MANAJEMEN KESELAMATAN KONSTRUKSI (SMKK) PADA PEKERJAAN PENANGANAN JALAN TANAH LUNAK KM 28 BATUAH, KUTAI KARTANEGARA Yanti Yanti; Syapril Janizar
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 2 (2026): May
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i2.548

Abstract

This study discusses the implementation of the Construction Safety Management System (SMKK) in road construction work on soft soil at KM 28 Batuah, Kutai Kartanegara Regency, East Kalimantan. The study aims to analyze geotechnical parameters and construction safety risks under soft soil conditions. The research variables include California Bearing Ratio (CBR), settlement, slope stability, probability, severity, and construction work risk levels. The research methods consisted of field observations, laboratory testing, literature review, and risk analysis using the HIRADC approach within the SMKK framework. The results showed that the soil CBR value ranged from 3–5%, field settlement reached 30–80 cm, and the slope safety factor under saturated conditions was less than 1.0, indicating unstable conditions. Risk analysis identified the main hazards as slope failure, heavy equipment sinking, surface deformation, and occupational accidents, with medium  to high risk levels. The probability level was categorized as frequent due to high rainfall intensity, poor drainage conditions, and heavy traffic loads. The implementation of SMKK through technical and administrative controls, personal protective equipment, geotechnical monitoring, and emergency response systems is necessary to minimize occupational accidents in road construction on soft soil.
ANALISIS DISTRIBUSI CURAH HUJAN MENGGUNAKAN METODE LOG PEARSON III Raymond Pasaribu; M Kaysan Nawfal; Oersted Melkgior Siburian; Anasya Arsita Laksmi
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 2 (2026): May
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i2.553

Abstract

Rainfall frequency analysis is essential for determining design rainfall and flood discharge in hydraulic structure planning. In this study, annual maximum rainfall data were evaluated using statistical parameters—including the coefficient of variation, skewness coefficient, and kurtosis coefficient—to determine the most suitable probability distribution. The Log-Pearson Type III distribution was selected as it best represented the historical data patterns. Design rainfall values for various return periods were subsequently computed to construct Intensity-Duration-Frequency (IDF) curves. Watershed delineation was performed to identify the physical characteristics of the river basin, allowing the transformation of design rainfall into peak flood discharges. The results demonstrate that longer return periods consistently yield higher rainfall intensities and peak discharges. Ultimately, this study provides critical hydrological parameters required for effective drainage design and regional flood control.
Evaluation Of Cbr Improvement For Cohesive Soil Used As A Subgrade Using A Mix Of Fill Sand And Lime Lucky Amperawan S.; Felix Setiawan; Nisrina Nadhifah
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 2 (2026): May
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i2.557

Abstract

The results indicated that both lime and cement stabilization significantly improved the CBR value compared to the untreated soil, which did not satisfy the Bina Marga minimum requirement for subgrade material (CBR < 6%). The addition of 4% lime and 4% loose sand increased the CBR value to 6.40%, meeting the minimum specification. Meanwhile, the combination of 4% cement and 4% loose sand resulted in a substantially higher CBR value of 15.50%, demonstrating superior technical performance. Although cement provided greater strength improvement, lime remained a cost-effective alternative capable of enhancing soil stability. Furthermore, a comparison between laboratory and field CBR values showed that laboratory results tended to be higher due to more controlled testing conditions. These findings demonstrate the potential of soil stabilization using lime or cement combined with loose sand to improve the engineering properties of saturated cohesive soils for road subgrade applications
A SYSTEMATIC LITERATURE REVIEW OF GREEN BUILDING IMPLEMENTATION FOR IMPROVING ENERGY EFFICIENCY AND ENVIRONMENTAL SUSTAINABILITY Meisy Ariani; Septya Salsalbilla; M. Heri Zulfikar
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 1 (2026): Februari
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i1.412

Abstract

The application of green building concepts is not only intended to minimize carbon emissions but also to enhance the well being and comfort of building occupants through healthier spatial designs. Although this approach offers multiple advantages, its adoption still encounters several challenges most notably, the substantial initial investment costs and the absence of comprehensive regulatory frameworks, particularly in developing nations. This study aims to evaluate how effectively the sustainable building concept contributes to improving energy performance, conserving natural resources, and mitigating negative environmental impacts. A qualitative descriptive method was employed, using a literature study approach. The research encompassed a population of scientific works discussing the implementation of green buildings both within Indonesia and internationally. Samples were selected purposively, focusing on relevance and the recency of the materials. Data were gathered from various secondary sources such as academic journals, textbooks, and institutional reports, and analyzed through thematic synthesis and interpretative techniques to uncover implementation trends, barriers, and sustainability strategies. The findings reveal that applying green building principles can increase energy efficiency by approximately 20–30%, optimize the use of eco friendly materials, and foster a healthier, more comfortable built environment.
Rancangan Sistem Pemantauan Struktur Terintegrasi Berbasis Sensor Pada Tahap Konstruksi Gedung Bertingkat Arnold Santoso; Yongki Alexander Tanne
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 1 (2026): Februari
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i1.416

Abstract

The construction of high-rise buildings involves a high level of structural risk, particularly during the construction phase when structural elements have not yet reached their design capacity and are still subjected to significant temporary loads. Current supervision practices that rely primarily on visual inspections and conventional methods are considered insufficient for detecting changes in structural behavior in an early and objective manner. This study aims to design an integrated structural monitoring system capable of connecting various types of sensors and generating real-time data to support continuous monitoring and an early warning mechanism. The research method employed is a systematic literature review of recent studies related to structural health monitoring, sensor technologies, and Internet of Things (IoT)-based systems. Based on the review results, an integrated monitoring system architecture, system workflow, and sensor placement strategy for major structural elements and critical areas of the building are developed. The results indicate that the proposed IoT-based system is able to comprehensively represent structural behavior, support early detection of potential risks or initial indications of structural failure, and serve as an initial reference for the development of more reliable and applicable structural monitoring systems. Keywords: structural monitoring, integrated sensors, IoT, high-rise buildings, construction
PERENCANAAN INFRASTRUKTUR JALAN DAN DRAINASE KAWASAN PERUMAHAN CLUSTER JATI PADANG, JAKARTA SELATAN An An Anisarida; Febrian Febrian; Muhammad Rizky Pratama Janizar
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 1 (2026): Februari
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i1.493

Abstract

The development of residential areas in urban regions requires reliable basic infrastructure, particularly neighborhood roads and drainage systems. Poorly planned infrastructure can lead to waterlogging, deterioration of road quality, and reduced comfort and safety for residents. However, previous studies generally address drainage systems and pavement design separately, indicating that integrated infrastructure planning approaches remain limited. This study aims to develop an integrated infrastructure planning for the Jati Padang residential cluster in South Jakarta, including land grading, drainage system design, and pavement planning using paving blocks. The methods employed include hydrological analysis based on rainfall data from the BMKG Halim Perdana Kusuma Station (2009–2018), flood discharge estimation using the Rational Method and Synthetic Unit Hydrograph (HSS) ITB-1, and pavement design based on subgrade CBR values obtained from DCP testing. The novelty of this study lies in the integrated planning approach that combines land grading, hydrological and hydraulic analysis, and pavement design within a single framework based on actual field conditions. The results indicate that the 10-year return period rainfall is 160.67 mm, with a peak discharge of 0.205 m³/s. The designed u-ditch drainage channel (width 0.4 m; height 0.6 m) is capable of accommodating the design discharge, while the paving block pavement is designed based on a CBR value of 5.27%. This planning approach is expected to serve as a reference for developing safe, efficient, and sustainable residential infrastructure.
EVALUASI DAN KALIBRASI DATA CURAH HUJAN SATELIT GPM-IMERG DI DESA SOLIGI Bella Koes Paulina Cantik; Elenora Gita Alamanda Sapan
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 3 (2026): Juli
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i3.501

Abstract

Curah hujan menjadi parameter utama yang berperan penting dalam perencanaan dan pengelolaan hidrologi. Namun, terdapat beberapa kendala dalam memperoleh data hujan yang representatif kondisi lapangan, seperti adanya keterbatasan jumlah stasiun hujan dan ketidakmerataan distribusi spasial data, terutama pada daerah yang masih berkembang seperti Desa Soligi, Provinsi Maluku Utara. Alternatif solusi pada permasalahan tersebut adalah penggunaan data hujan satelit seperti GPM-IMERG, meskipun pemanfaatan data dalam analisis harus melalui proses evaluasi dan kalibrasi untuk meningkatkan tingkat akurasi dan keandalannya. Oleh karena itu, tujuan penelitian ini adalah untuk melakukan evaluasi dan kalibrasi data curah hujan satelit GPM-IMERG terhadap data hujan terukur menggunakan parameter statistik, sehingga dapat ditentukan model kalibrasi paling optimum. Metode yang digunakan meliputi uji konsistensi data hujan terukur menggunakan Metode Rescaled Adjusted Partial Sums (RAPS), proses kalibrasi melibatkan model regresi pada periode data hujan 2016-2022, dan proses validasi pada periode Januari 2023 hingga September 2025. Evaluasi kinerja model kalibrasi dilakukan dengan menggunakan parameter statistik, yaitu koefisien korelasi (r), bias, Root Mean Square Error (RMSE), dan Nash-Sutcliffe Efficiency (NSE). Hasil penelitian menunjukkan bahwa data hujan terukur berada dalam kondisi konsisten berdasarkan Metode RAPS. Proses kalibrasi data hujan satelit terhadap data hujan terukur menunjukkan bahwa proses kalibrasi dapat meningkatkan kinerja estimasi data hujan secara signifikan dibandingkan dengan data hujan satelit tanpa kalibrasi. Pada tahap validasi, model regresi eksponensial memberikan kinerja paling baik, dengan nilai RMSE terendah sebesar 96,940 mm dan NSE tertinggi sebesar 0,770, sehingga regresi eksponensial dinilai paling representatif dalam menggambarkan hubungan antara data hujan satelit GPM-IMERG dan data hujan terukur.
A Comparative Study Of Alternative Road Routes Based On Utility Scoring Yudi Sekaryadi
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 2 (2026): May
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i2.504

Abstract

This study aims to determine an alternative road alignment from Cianjur to Sindangbarang in Cianjur Regency, West Java, Indonesia, functioning as a primary collector road. The method used is Multi-Criteria Analysis (MCA), which involves selecting criteria, assigning weights, calculating utility values, and identifying the best alternative. Six criteria were used: road network hierarchy integration, spatial planning integration, economic and financial aspects, social impact, environmental impact, and physical and technical aspects. The analysis results show that Alternative 4 is the most optimal route, with the highest score (32.51) and the shortest length (119.40 km) compared to the three other alternatives and the existing 150 km route. This alignment excels in road network integration and accessibility to residential, agricultural, and plantation areas, while also offering the lowest construction cost. It has minimal social and environmental impact, affecting the fewest households and causing the least disturbance during construction. The route also crosses areas with low landslide risk and high soil bearing capacity (CBR), making it technically and physically superior. The development of this road is expected to promote economic equity in South Cianjur, increasing agricultural and plantation product value and improving the income of local communities who primarily depend on farming and plantation activities.
Comparative Analysis Of Implementation Plan Costs Between Daily Wages And Contract Wages In Building Construction Projects (Case Study Of Jakarta Islamic Hospital Pondok Kopi) Dwi Novitasari; Nikko Rozy
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 3 (2026): Juli
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i3.532

Abstract

In this study, researchers reworked the RAB (Budget Plan) that was not previously obtained from the research site. The expected outcome of processing the RAB data is to identify which jobs have the greatest weight and require piecework wages. This is then compared to the RAP. Because of this simple point, errors still occur frequently in some projects, resulting in budget overruns. This daily and piecework wage system often occurs in projects. Therefore, the author wants to conduct an analysis of the comparative cost of the Jakarta Islamic Hospital Development Project Pondok Kopi, between the work analysis according to the Cost Budget Plan based on the results of the survey based on daily wages and the Cost Budget Plan based on the results of the survey based on piecework wages based on the Cost Budget Plan. Differences in wage systems significantly impact project cost efficiency. Daily wages tend to provide workers with income security, but they risk reducing productivity if there is no close supervision. Conversely, piecework wages can increase productivity due to the incentive to complete work more quickly, but they can potentially reduce quality if supervision is suboptimal. This research is relevant to the Jakarta Pondok Kopi project, where challenges such as tropical weather and material availability require an adaptive wage approach.

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