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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 144 Documents
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Analisis Korelasi Antara Nilai Kepadatan (Sand Cone) dan Daya Dukung (Field CBR) pada Material Timbunan Reklamasi (Studi Kasus: Pelabuhan Patimban Paket 6) Dhani Rulianto; Ingrid Multi Rezeki
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.v7i2.519

Abstract

Quality control in the Package 6 Patimban Port reclamation project greatly determines the stability of port operations. This study aims to analyze the correlation between the average soil density (Sand Cone) of layers 1–7 to the surface bearing capacity (Field CBR) of the subgrade and formulate a prediction model. Using a quantitative approach, this study analyzed 26 samples using simple linear regression without a constant (regression through the origin). The results of the analysis showed a very strong and positive correlation relationship with the value of R = 0.976. The resulting prediction model is Y = 0.141X with a coefficient of determination (R2) of 0.953. This proves that 95.3% of the variation in Field CBR values is significantly influenced by the average density of all layers of the landfill. These findings confirm that every 1% increase in average density increases the Field CBR by 0.141%.
ANALISIS BIAYA DAN WAKTU MENGGUNAKAN TIME COST TRADE OFF (TCTO) DALAM RANGKA MENGEJAR WAKTU PELAKSANAAN (Studi Kasus: Proyek Pembangunan Rumah Sakit Islam Jakarta Pondok Kopi) Thesa Nurshela; Nikko Rozy
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.v7i2.522

Abstract

In a construction project, there are three crucial aspects to consider, namely time, cost, and quality. The implementation of the Jakarta Islamic Hospital Pondok Kopi construction project faces several obstacles, especially at the stage of foundation structure and concrete structure work. Based on observations at the location, it is estimated that the completion of the construction of the Jakarta Islamic Hospital Pondok Kopi will be delayed or not in accordance with the planned schedule. There are several options that can be used to speed up project activities, including increasing working hours (overtime), adding manpower, adding or changing tools, adding more effective work methods, and other options. Of the several available alternatives, this study will apply two alternatives, namely increasing working hours (overtime) and increasing labor using the Time Cost Trade Off (TCTO) method. The optimization alternative that has the most optimal or efficient total cost and duration is by adding 5 workers because the project duration becomes faster, even though there is an increase in cost, the addition is more optimal or efficient compared to other alternatives, as indicated by a time efficiency of 51,36% and a cost efficiency of -20,02%. This optimization result can be used as an acceleration option for the project party.
Development of an SNI-Based Earthquake-Resistant Miniature House Model as a Structural Educational Medium for UNP Students in the Building Engineering Education Program Rahmat Eki Putra; Laras Oktavia Andreas; Fitra Rifwan; Agri Americano Agamuddin
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.v7i2.523

Abstract

Indonesia merupakan negara dengan aktivitas gemoa yang tinggi maka dari itu diperlukan bangunan yang tahan akan gempa. Penelitian ini memakai jenis penelitian R&D (Research and Development) dengan objek penelitian adalah media miniatur rumah sederhana berbasis SNI 2847:2019. Hasil validasi oleh ahli materi menunjukkan nilai rata-rata sebesar 0,82 dengan kategori valid, sedangkan hasil validasi oleh ahli media menunjukkan nilai rata-rata sebesar 0,93 yang juga berada pada kategori valid. Dengan demikian media pembelajaran yang dikembangkan telah memenuhi kriteria kelayakan untuk digunakan pada mata kuliah Praktek Dasar Batu dan Beton. Tingkat kepraktisan model miniatur rumah tahan gempa berbasis SNI sebagai media edukasi struktural berada pada kategori sangat praktis dengan prosentase sebesar 98%.
Respon sSeismik dan Mitigasi Likuifaksi pada Tanah Miring Menggunakan Strategi Penurunan Muka Air Tanah Rinarebut Rayhansah; muhsiung Chang; Hsu-Jen Lin; Hamzah Fansuri Muhammad; Togani Cahyadi Upomo; Rini Kusumawardani
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.v7i2.525

Abstract

Liquefaction-induced slope failure remains a critical geotechnical problem in seismic regions, particularly under saturated sloping ground conditions. This study investigates the effects of slope inclination and groundwater depth on liquefaction behavior using numerical simulation under seismic loading. Three slope configurations (i1–i3) and two groundwater conditions, W2 (3.84 m) and W3 (9 m), were analyzed to evaluate excess pore water pressure (EPP), seismic amplification, spectral response, and lateral deformation. Results show that steeper slopes and deeper groundwater conditions significantly modified soil dynamic behavior. Peak acceleration increased from 0.127 g under i1–W2 to 0.190 g under i3–W3, while the dominant spectral period shifted to T ? 1.443 s with maximum spectral acceleration reaching Sa,max ? 0.529 g. Groundwater lowering (GL) effectively reduced pore pressure generation and produced nearly drained conditions within the computational zone. However, the Encased Stone Column (ESC) system provided better performance in minimizing lateral deformation and liquefaction-induced flow displacement. These findings demonstrate that hydraulic control and reinforcement systems play complementary roles in improving the stability of liquefaction-prone sloping soils under earthquake loading.
Analysis of the Use of the SKAT Method in Reservoirs to Improve Operational and Maintenance Efficiency at Mengkoang Reservoir Vitta Pratiwi; Nadia Sadia Sudrajat; Kamil Hiban Tafuqiurrahman
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.v7i2.530

Abstract

Bendungan merupakan salah satu prasarana pengembangan sumber daya air yang banyak dikembangkan di Indonesia. Salah satu bendungan yang mengalami sedimentasi adalah Bendungan Mengkoang secara administratif terletak di Desa Lape, Kecamatan Lape Lopok, Kabupaten Sumbawa. Waduk Mengkoang memiliki fungsi sebagai sumber pengairan untuk irigasi perkebunan dan pertanian penduduk di sekitar Desa Lape. Sedimentasi sungai berakibat terhadap fungsi waduk, oleh karena itu permasalahan tentang sedimen harus segera di selesaikan karena menyebabkan penumpukan pasir di saluran air bendungan, mengganggu aliran irigasi, dan memperpendek umur bendungan. Untuk mengatasi permasalahan tersebut dilakukan pembuatan skat pada waduk bertujuan untuk mengumpulkan sedimentasi pada satu titik. Pada penelitian ini dibutuhkan data geografi,geologi dan klimatologi yang bertujuan untuk mengetahui kondisi sekitar waduk mengkoang selanjutnya dilakukan analisis hidrologi dan hidrolika bertujuan untuk menghitung curah hujan , debit air dan laju sedimentasi yang terjadi di waduk mengkoang lalu di aplikasikan dalam aplikasi HEC-RAS 2D , HEC-RAS merupakan salah satu aplikasi yang digunakan untuk memodelkan aliran sedimentasi , dari pemodelan tersebut didapat bahwa skat dengan bahan beton dapat menahan sedimentasi sebesar 80% tetapi mengalami backwater sedangkan skat dengan bahan bronjong dapat menahan 65% dari sedimentasi dan tingkat backwater lebih sedikit . berdasarkan analisis sedimentasi didapatkan 1.838 ton/tahun pada kondisi data asli lapangan dan 1.541 ton/tahun dengan sistem skat. Kata kunci: Hecras, Hidrologi, Hidrolika, Sedimentsasi , Waduk Mengkoang
Analisis Distribusi Spasial dan Jarak Fasilitas Umum Berbasis SIG di Politeknik Negeri Lampung Emmi Desniati Desniati; Tanya Audia Balqis; Rahayu Putri Amalia
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.v7i2.535

Abstract

The spatial distribution of campus facilities is a critical determinant of the efficiency of spatial planning in higher education institutions. This study examines the spatial distribution pattern of campus public facilities using the Average Nearest Neighbor (ANN) method within a Geographic Information System (GIS) framework. The study was conducted at Lampung State Polytechnic using centroid point data of buildings with a total study area of 202,943.98 m². The analysis yielded a Nearest Neighbor Ratio (NNR) of 0.884, indicating a tendency toward spatial clustering. However, this tendency was not statistically significant at the 95% confidence level (Z-score = ?1.567; p = 0.117 > 0.05), and the building distribution is therefore classified as random. Inter-building distance analysis revealed that the observed mean distance (28.16 m) is approximately 11.6% shorter than the expected distance under a random distribution (31.85 m), suggesting that contextual factors—including land constraints, functional connectivity requirements, incremental development patterns, and utility network efficiency—have collectively influenced building placement. The predominantly random distribution pattern reflects a process of adaptive spatial development conducted without reference to a comprehensive spatial master plan, which may give rise to circulation inefficiencies, utility integration challenges, and suboptimal open space utilization. This study demonstrates that GIS-based spatial statistical analysis affords an objective, quantitative evaluation of campus spatial planning and can serve as a scientific basis for the formulation of more structured, data-driven facility development policies.
Evaluasi Jalan Arteri di SWK Tegalega Kota Bandung Ina Revayanti Revayanti; An An Anisarida; 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.v7i2.536

Abstract

The arterial roads in the SWK Tegalega area play a vital role in the spatial structure of the city of Bandung; however, the dynamics of massive development often result in discrepancies between existing conditions and established spatial plans. This study evaluates the suitability of land use and arterial road infrastructure in the Tegalega Urban Sub-District based on the Bandung City Planning Line Map (Grand Design). The primary focus is to assess and update the geometric plans for urban facilities and infrastructure to ensure alignment between spatial policies and existing conditions on the ground, given the high intensity of land-use conflicts along this major corridor. The research method used is a Geographic Information System (GIS)-based superimposition method, which compares existing spatial data from field observations with City Planning Line regulations. Evaluation parameters include road width, road right-of-way (Rumija), and building boundaries. The results of this evaluation serve as a validation tool for communicating urban planning information and form the technical basis for issuing recommendations on Spatial Planning Activity Compliance (KKPR) and approving site plans. Through this update of geometric data, it is hoped that legal and technical certainty will be established in the planning of arterial roads, supporting sustainable urban mobility and minimizing future spatial planning violations.
ANALISIS KAPASITAS DAYA DUKUNG AKSIAL TIANG TEKAN DAN PENURUNAN PONDASI BORED PILE MENGGUNAKAN METODE ELEMEN HINGGA (STUDI KASUS: PEMBANGUNAN STADION UTAMA SUMATERA) Annisa Suci Rizky; Ika Puji Hastuty; Syiril Erwin Harahap
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.v7i2.540

Abstract

Bored pile foundations are one type of deep foundation used to support axial loads in building construction. This study aims to analyze the ultimate bearing capacity and settlement of a single bored pile foundation in the North Sumatra Main Stadium Project located in Batang Kuis District, Deli Serdang Regency, North Sumatra Province. The analysis was carried out on a bored pile with a diameter of 80 cm using three methods, namely the Chin Method, the Mazurkiewicz Method, and the Finite Element Method (FEM). The data used in this study were obtained from the Static Loading Test (SLT).The results indicate differences in the ultimate bearing capacity (Qu) and foundation settlement values produced by each method due to variations in their approaches to interpreting the load-settlement relationship. The Chin Method produced the highest Qu value of 617 tons with a settlement of 75 mm, indicating a more optimistic result and serving as the upper bound. The Mazurkiewicz Method produced a Qu value of 590.65 tons with a settlement of 60 mm, while the FEM analysis produced a Qu value of 600 tons with a settlement of 65 mm. Based on these results, the Mazurkiewicz Method is considered sufficiently representative because it provides values between conservative and optimistic approaches. Therefore, the use of more than one analysis method is highly recommended to obtain more accurate and reliable results in bored pile foundation design.
Analysis Of Drainage Channel Capacity On Prof. M. Yamin Street In Pontianak Imanuel Kemenangenta Perangin Angin; Ikhwan Arief Purnama; Randy Setiawan
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.v7i2.541

Abstract

Surface runoff results from precipitation that is not absorbed or infiltrated into the soil due to water-saturated soil conditions. If left uncontrolled, surface runoff can cause puddles or flooding that may disrupt human activities and the environment. In this study, the research site was located on Prof. M. Yamin Street in the city of Pontianak. In the current study, Prof. M. Yamin Street in Pontianak already has a drainage system; however, the performance of this drainage system’s capacity needs to be analyzed. The method used to analyze the performance of the drainage system on Prof. M. Yamin Street involves comparing the existing drainage capacity against the surface runoff discharge resulting from the average daily maximum rainfall using the rational method and hydraulic analysis.  In the analysis of the drainage system on Prof. M. Yamin Street, the drainage system’s capacity is no longer sufficient to accommodate the surface runoff flow rate of 1.1691 m³/s, therefore, it is necessary to modify the dimensions of the drainage channels using hydraulic analysis with a width (B) of 1.4 meters, a channel depth (H) of 0.557 meters, and a channel bank height (W) of 0.528 meters on both sides of Prof. M. Yamin Street.
Pemetaan Risiko Proyek dengan Mitra Kontraktor Kualifikasi Kecil Sutikno Sutikno; Endah Murtiana Sari; Agustinus Purna Irawan; Oie Fuk jin
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.v7i2.544

Abstract

Pemetaan risiko proyek menjadi langkah strategis yang harus dilakukan oleh pemerintah papua barat daya untuk memastikan anggaran yang dikeluarkan pemerintah tepat sasaran dan memperoleh hasil yang dapat dirasakan oleh masyakat. Adanya Peraturan Presiden (perpres) No. 17 Tahun 2019 tentang Pengadaan Barang/Jasa Pemerintah Untuk Percepatan Pembangunan Kesejahteraan Di Provinsi Papua Dan Provinsi Papua Barat yang bertujuan untuk memberikan keleluasaan dalam pelaksanaan otonomi khusus dimana memungkinkan peluang bertumbuhnya pengusaha lokal yang akan berdampak pada perekonomian secara umum pada kabupaten sorong, papua barat daya, sehingga evaluasi proyek berdasarkan risiko diperlukan untuk menumbuhkan good government yang baik. Penelitian ini bertujuan untuk memetakan risiko apasaja yang dihadapi pemerintah dalam melaksanakan proyek dengan mitra kontraktor kualifikasi kecil di papua barat daya. Melalui metode kuantitatif dengan menyebarkan kuesioner sebanyak 50 responden penelitian ini menghasilkan pemetaan risiko proyek dengan mitra kontraktor kualifikasi kecil yang harus diantisipasi oleh pemerintah dan dilakukan upaya untuk memperkecil risiko yang terjadi. Penelitian ini akan memberikan manfaat bagi pemerintah untuk melakukan langkah-langkah strategis dalam memperkecil risiko yang terjadi dan melakukan peningkatan kapasitas bagi mitra kontraktor dengan kualifikasi kecil sehingga Amanah dalam perpres No. 17 tahun 2019 dapat dilakukan melalui mekanisme good governance dengan prinsip yang akuntabel dan transparan.

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