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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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ZONASI WILAYAH RAWAN BANJIR SUB DAS WAY KANDIS HULU DENGAN PENDEKATAN GEOSPASIAL Sekar Dwi Rizki; Didik Kuswadi; Muhammad Idrus; Adi Purnomo
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.v7i1.461

Abstract

Tata guna lahan di Kota Bandar Lampung telah berubah secara signifikan. Kota Bandar Lampung telah mengalami masalah banjir selama lima tahun terakhir. Untuk mengantisipasi dan mengurangi dampak bencana banjir, peta zonasi rawan banjir telah dibuat sebagai sistem peringatan dini. Penelitian ini bertujuan untuk memetakan tingkat risiko banjir di Sub-DAS Way Kandis Hulu dan zonasi wilayah berdasarkan kerentanan banjir. Metode geospasial yang digunakan untuk membuat peta ini meliputi pembagian interval kelas kerentanan banjir, analisis zonasi tingkat kerentanan banjir, peta tematik meteorologi, variabel banjir yang diberi skor dan bobot, proses overlay, dan elemen DAS yang berkontribusi terhadap banjir. Tingkat kerawanan banjir Sub-DAS Way Kandis Hulu diklasifikasikan menjadi rendah, sedang, dan tinggi berdasarkan analisis. Hasil analisis menunjukkan bahwa interval nilai untuk kelas kerawanan banjir mencapai 150. Berdasarkan analisis, Kecamatan Rajabasa memperoleh skor kerawanan banjir tertinggi, seluas 3,2153 km², atau 41,30% dari total luas Sub-DAS Way Kandis Hulu. Zona kerawanan banjir tinggi merupakan zona terluas yaitu 7,7585 km² (99,66%).  
ALTERNATIF TERBAIK ALAT PEMELIHARAAN JALAN BERBASIS LIFE CYCLE COST DI BPJN MALUKU UTARA Hajar Rajak; Christiono Utomo
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.v7i1.462

Abstract

Pemeliharaan jalan merupakan kegiatan penting yang dilakukan secara berkala, rutin, maupun saat terjadi kerusakan untuk menjaga kondisi jalan tetap mantap, aman digunakan, dan berfungsi sesuai umur layanannya. Badan Pelaksana Jalan Nasional (BPJN) Maluku Utara menghadapi tantangan dalam menentukan alternatif alat pemeliharaan jalan yang tidak hanya memenuhi kriteria teknis, tetapi juga efisien secara ekonomi sepanjang siklus hidupnya. Metode penelitian menggunakan analisis Life Cycle Cost (LCC) untuk menilai alternatif peralatan dengan mengidentifikasi biaya- biaya yang muncul selama selang waktu 10 tahun, mulai dari nilai pembelian hingga penghapusan. Pengambilan data dilakukan melalui wawancara terstruktur dan observasi lapangaan di BPJN Maluku Utara. Penelitian ini membandingkan dua skenario kelompok alat untuk pekerjaan Penamabalan Lubang. Alternatif 1, mengedepankan penggunaan Vibro Roller 2 Ton sebagai alat pemadat utama. Pada Alternatif 2, kelompok alat disusun dengan mengacu pada standar peralatan minimum menurut pedoman pemeliharaan rutin jalan, yaitu menggunakan Baby Roller (kapasitas 0,8 Ton) sebagai alat pemadat utama. Pemilihan alat ini didasarkan pada pertimbangan efisiensi di lapangan. Hasil perhitungan dan analsis menunjukkan bahwa Alternatif 1 menghasilkan nilai LCC sebesar Rp 28.053.521.418,34, sedangkan Alternatif 2 sebesar Rp 28.481.522.517,30. Meskipun Alternatif 2 memiliki harga pembelian awal yang lebih rendah, Alternatif 1 terpilih sebagai solusi terbaik karena menghasilkan nilai LCC terendah.
EVALUASI KELAYAKAN LAHAN PEMBANGUNAN GEDUNG LABORATORIUM ENTERPRENEURSHIP CENTER POLITEKNIK NEGERI LAMPUNG Vera Chania Putri; Arlina Phelia; Mirnanda Cambodia; Martina Anggi Silova
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.v7i1.463

Abstract

Pembangunan Gedung Laboratorium Entrepreneurship Center Politeknik Negeri Lampung memerlukan analisis teknis awal untuk memastikan bahwa kondisi lahan mampu mendukung rencana konstruksi secara optimal. Adapun tujuan penelitian ini yaitu untuk menegevaluasi  kelayakan pembangunan gedung berdasarkan kondisi lahan melalui analisis topografi, geoteknik, dan pekerjaan tanah (cut and fill). Metode penelitian menggunakan pendekatan deskriptif-analitis dengan memanfaatkan data DED, peta topografi, serta hasil uji CPT yang diverifikasi melalui pengamatan lapangan. Hasil penelitian menunjukkan bahwa lahan memiliki elevasi 144,41–146,22 m dengan kemiringan lereng 2,6–3,6%, sehingga tergolong lahan landai dan relatif stabil untuk pembangunan gedung. Analisis geoteknik menunjukkan daya dukung tanah yang mencukupi untuk penerapan pondasi bored pile. Perhitungan pekerjaan tanah menunjukkan kebutuhan galian sebesar 1.339 m³ dan timbunan sebesar 107 m³, dengan surplus material galian sebesar 1.234 m³ yang masih dapat dikelola pada tahap pelaksanaan. Penilaian kelayakan lahan menggunakan skoring multi-kriteria menghasilkan nilai 4,30 dari skala 5,00, yang menunjukkan bahwa lokasi penelitian layak dikembangkan untuk pembangunan gedung ditinjau dari kondisi lahannya.
WANPRESTASI DALAM KONTRAK KONSTRUKSI PROYEK PEMERINTAH YANG DIBIAYAI APBN/APBD Yanti Yanti; Sarwono Hardjomuljadi; Dwi Edi
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.v7i1.466

Abstract

Construction contract disputes in government projects funded thru the State Revenue and Expenditure Budget (APBN) and the Regional Revenue and Expenditure Budget (APBD) are legal issues that frequently occur and have wide-ranging implications for public interests. One of the dominant forms of disputes is default in the execution of construction contracts, whether committed by the service provider or the service user. This research aims to analyze the characteristics of default in government project construction contracts and to examine the legal considerations of the Supreme Court in Decision Number 171 PK/PDT/2025. This research uses a normative legal research method with an approach based on legislation, conceptual, and case approaches. The scope of this research is limited to the analysis of default in construction contracts for government projects funded by the state budget (APBN/APBD) and the legal considerations of the Supreme Court at the review stage, without discussing the technical aspects of construction or the overall procurement process of goods and services. The research results show that default in government construction contracts has complex characteristics because it lies at the intersection of civil law and public law. The Supreme Court in that ruling consistently applied the principle of legal certainty and the principle of pacta sunt servanda by limiting the scope of the Review process to the aspect of law application. This decision has important implications in strengthening legal certainty and providing guidance for the parties involved in the implementation of construction contracts for government projects funded by the state budget (APBN/APBD).
PENGARUH SISTEM DILATASI TERHADAP KINERJA SEISMIK GEDUNG RUMAH SAKIT 7 LANTAI BERDENAH U Syapril Janizar; Muhammad Fauzan Ardillah
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.v7i1.467

Abstract

Berikut ini adalah revisi abstrak dalam bahasa Inggris yang telah disesuaikan dengan isi dokumen Anda, termasuk metode elemen hingga, penggunaan perangkat lunak analisis struktural, serta standar SNI 1726:2019 dan SNI 2847:2019. ABSTRAK Peningkatan permintaan akan fasilitas kesehatan di daerah perkotaan telah mendorong pembangunan gedung rumah sakit bertingkat dengan konfigurasi lantai yang kompleks dan tidak teratur, seperti tata letak berbentuk U. Ketidakteraturan semacam ini dapat menyebabkan respons gempa yang tidak menguntungkan akibat distribusi massa dan kekakuan yang tidak merata, yang dapat menimbulkan efek torsi dan konsentrasi tegangan selama peristiwa gempa. Studi ini bertujuan untuk menganalisis pengaruh sistem sambungan ekspansi terhadap kinerja gempa bangunan rumah sakit bertingkat tujuh berbentuk U. Penelitian ini menggunakan pendekatan kuantitatif melalui simulasi numerik berdasarkan pemodelan struktural tiga dimensi menggunakan perangkat lunak berbasis elemen hingga. Analisis gempa dilakukan menggunakan metode beban lateral statis setara sesuai dengan SNI 1726:2019 untuk ketahanan gempa dan SNI 2847:2019 untuk persyaratan beton struktural. Dua model struktural dibandingkan: model monolitik tanpa sambungan ekspansi dan model yang memasukkan sambungan ekspansi yang ditempatkan secara strategis antara massa bangunan. Parameter yang dievaluasi meliputi perpindahan lateral, pergeseran antar lantai, distribusi gaya internal, dan stabilitas struktural global. Hasil analisis menunjukkan bahwa implementasi.
Pengembangan dan Kalibrasi Alat Bantu Pengukur Rotasi Sambungan Baja Berbasis LVDT Y Djoko Setiyarto
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.v7i1.475

Abstract

Pengukuran rotasi merupakan parameter penting dalam evaluasi perilaku mekanis sambungan baja yang bekerja menerima momen. Namun demikian, pengukuran rotasi secara langsung menggunakan Linear Variable Differential Transformer (LVDT) tidak dapat dilakukan secara akurat karena LVDT pada dasarnya hanya mampu mengukur peralihan translasi. Penelitian ini bertujuan mengembangkan dan mengkalibrasi alat bantu pengukur rotasi berbasis LVDT dengan mekanisme konversi rotasi menjadi peralihan linier. Kalibrasi dilakukan dalam rentang rotasi 0° hingga 30° dengan menggunakan diameter roller sebesar 14 mm dalam kondisi laboratorium yang terkontrol. Alat bantu menunjukkan prinsip kerja berupa kawat baja yang tergulung pada roller akibat rotasi batang horisontal, sehingga menghasilkan peralihan linier yang dapat diukur oleh LVDT. Kalibrasi alat dilakukan melalui dua metode, yaitu kalibrasi manual menggunakan busur derajat dan kalibrasi menggunakan Universal Testing Machine (UTM) yang dilengkapi anglemeter. Hasil kalibrasi menunjukkan bahwa metode menggunakan UTM memberikan kesesuaian yang lebih baik terhadap pendekatan teoritis panjang busur, terutama pada rotasi kecil. Deviasi rata-rata kalibrasi berbasis UTM terhadap perhitungan teoritis panjang busur adalah ±0,94%, dengan deviasi maksimum sebesar 5,8% pada rotasi kecil. Model regresi menghasilkan nilai R2 = 0,99, yang menunjukkan tingkat linearitas yang sangat baik. Hubungan linier antara peralihan hasil pembacaan LVDT dan sudut rotasi berhasil ditetapkan sebagai persamaan kalibrasi. Alat bantu ini dinilai cukup andal dan akurat untuk digunakan dalam pengujian eksperimental perilaku rotasi sambungan baja.
Sustainable Self-Compacting Concrete: The Role of Limestone Powder as A Cement Replacement Muhammad Ramdhan Olii; Andi Aswin Rahman; Nasir Bumulo; Rahman Abdul Djau; Ilyas Ichsan
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.v7i2.505

Abstract

The excessive use of cement in concrete production contributes significantly to environmental impacts, particularly CO? emissions. One potential solution is the partial replacement of cement with limestone powder in self-compacting concrete (SCC). This study aimed to investigate the effect of limestone powder as a partial cement replacement on the fresh properties and compressive strength of SCC. Limestone powder was used at replacement levels of 0%, 6%, 9%, 12%, and 15% by weight of cement. The fresh properties of SCC were evaluated using slump flow, V-funnel, and L-box tests, while compressive strength tests were conducted to assess hardened performance. The results showed that SCC mixtures containing up to 9% limestone powder satisfied the SCC workability requirements. The optimum performance was achieved at 6% limestone powder replacement, which produced a slump flow diameter of 600 mm and compressive strength of 29.58 MPa, exceeding the design strength target of 25 MPa. Higher replacement levels reduced both workability and compressive strength, with the 15% mixture failing to meet acceptable performance criteria. These findings indicate that limestone powder can be effectively utilized as a sustainable partial cement replacement in SCC at moderate replacement levels while maintaining satisfactory fresh and hardened properties.
Studi Eksperimental Variasi Komposisi Fly Ash dan Abu Batu Andesit Terhadap Kuat Tekan Mortar Geopolimer Nanda Agustin; Tira Roesdiana
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.v7i2.513

Abstract

Geopolymers are one of the innovative materials currently being developed as a substitute for portland cement as a binder. CoMPared to Portland cement-based mortar, geopolymer mortar offers advantages such as relatively low carbon emissions, competitive compressive strength potential, and good chemical resistance. The method used in this study involved test specimens measuring 5 × 5 × 5 cm3 using room temperature curing. The binder mixtures used consisted of fly ash and andesite ash, with five different ratios: 70% FA : 30% ABA; 50% FA : 50% ABA; 30% FA : 70% ABA; 0% FA : 100% ABA and 100% FA : 0% ABA. The activator solution used a ratio of Na2SiO3 : NaOH ratio of 2,5 : 1 with an 8 mol/L NaOH concentration. This study aimed to determine the optimum percentage ratio of fly ash and andesite ash mixture. The results showed that differences in binder composition affect the compressive strength of the geopolymer mortar. The optimum compressive strength of all test specimen variations was obtained in the 70% FA : 30% ABA variation, at 17,07 MPa at 28 days. These findings indicate that fly ash can accelerate the geopolymerization process, while andesite ash function as an additive that helps make the mortar structure denser.
PENGARUH FILLER SERBUK BATA MERAH DAN ABU SERBUK KAYU JATI TERHADAP KARAKTERISTIK MARSHALL Novi Nirmala Putri; Shinta Novriani
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.v7i2.514

Abstract

Road pavement really needs a mixture of asphalt that has good durability and stability, because roads have an important role in the transportation system to support economic growth and community mobility. This study aims to analyze the effect of the use of Red Brick Powder and Teak Wood Powder Ash as a substitute for fillers on AC-WC asphalt mixtures. With the increasing amount of red brick powder and teak wood powder ash and has not been utilized optimally, there is a need for innovation in the use of environmentally friendly alternative materials. The method used in this study is Marshall testing to determine the characteristics of the mixture, such as stability, flow, VIM, VMA, and VFA with different filler content variations. The filler variation used in this study was 0%, 5%, 7% with a ratio of 80 : 20. The results showed that the 7% filler variation provided the most optimal mixture characteristics with a VIM value of 4.89% and a VMA of 15.89% which still met the required specifications. In addition, the values of stability, flow, VFA, and Marshall Quotient are also within the standard limits. Based on these results, red brick powder and teak wood ash have the potential to be used as filler alternatives to AC-WC mixtures that are more environmentally friendly.
Systematic Literature Review: Regulatory Uncertainty and Its Impact on Hospital Project Performance Jasran Asya; Yohanes Calvinus; Oei 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.v7i2.516

Abstract

Hospital infrastructure projects are inherently complex due to their exposure to dynamic healthcare regulations, fiscal constraints, long-term financing arrangements, and technological innovation. Regulatory uncertainty has emerged as a critical institutional factor influencing project performance; however, its impact within hospital projects remains insufficiently synthesized. This study employs a Systematic Literature Review (SLR) following PRISMA 2020 guidelines to analyze 19 peer-reviewed studies published between 2022 and 2026 that examine the relationship between regulatory uncertainty and project performance. The findings indicate that 42.1% of the reviewed studies report a positive association between regulatory uncertainty and cost overruns, while 36.8% identify significant links to schedule delays. The effect on quality outcomes is non-linear: some studies reveal quality deterioration due to time and budget pressures, whereas others demonstrate that stable and stringent regulatory frameworks enhance technical quality and accountability. These mixed findings suggest a regulatory–performance paradox, where regulatory volatility increases risk and inefficiency, but regulatory stability strengthens governance and long-term project sustainability. This study proposes a conceptual framework positioning regulatory uncertainty as an institutional mediator between governance structures, financing mechanisms, and hospital project performance, offering implications for policy design and risk management in healthcare infrastructure development.

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