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Jurnal Civil Engineering Study
Published by Universitas Islam Nahdlatul Ulama Jepara
ISSN : -     EISSN : 28300750     DOI : https://doi.org/10.34001/jces
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Civil Engineering Study (JCES) contains writings about applications in the field of Civil Engineering. This application may come from all branches of civil engineering, be it structural, geotechnical, construction management, hydrology, transportation, and civil engineering informatics. So this application is not only about the business of building a building project, but also makes it possible to model a shape with the help of software.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 110 Documents
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Integrasi Rencana Desain, Anggaran Biaya, dan Scheduling melalui Digital Simulation Berbasis Building Information Modelling Carina, Annisa'; Agus Setiawan; Mimin Aminah Yusuf
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1529

Abstract

Penelitian ini bertujuan mengembangkan media pembelajaran digital simulation berbasis Building Information Modelling (BIM) yang mengintegrasikan rencana desain, anggaran biaya, dan scheduling dalam pembelajaran manajemen konstruksi. Metode penelitian menggunakan pendekatan research and development (R&D) dengan model ADDIE, melibatkan mahasiswa yang dibagi ke dalam tiga kelompok: desain, anggaran biaya, dan scheduling. Hasil penelitian menunjukkan adanya peningkatan signifikan nilai post-test dibandingkan pre-test, dengan peningkatan rata-rata sebesar 26,15% pada kelompok desain, 29,03% pada kelompok anggaran biaya, dan 29,69% pada kelompok scheduling. Selain itu, mahasiswa memberikan respon positif karena media ini dinilai interaktif, mudah digunakan, serta membantu memahami keterkaitan desain, biaya, dan jadwal secara komprehensif. Dengan demikian, integrasi melalui media berbasis BIM terbukti efektif meningkatkan pemahaman mahasiswa sekaligus mendukung transformasi digital dalam pendidikan tinggi teknik sipil dan arsitektur di era industri 4.0.
Analisis Keterlambatan Pemuatan Clinker Terhadap Efisiensi Operasional di Pelabuhan Khusus PT. Semen Indonesia Mochammad Rahman Irzam Ar-Rafi; Sutini
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1434

Abstract

This study aims to analyze the impact of clinker loading delays on operational efficiency on MV. Qi Fu and MV. Queen Aliyah at PT. Varia Usaha Bahari, Tuban branch. Delays in clinker loading that occur on both ships can cause ships to be late in loading activities, thereby reducing the operational productivity of the Port. The research method uses quantitative with an approach through observation, document analysis, and documentation studies. The reference used in this study uses descriptive statistical analysis calculations which include three variables, namely bad weather, equipment damage, and truck queues. The results of the analysis show that MV. Qi Fu has a significant level of delay, which is 87.16%, compared to MV. Queen Aliyah which only reached 59.60%. This difference shows that the inhibiting variables have a major impact on loading performance, especially on weather conditions and equipment damage. This study provides recommendations to overcome delays so as to optimize the clinker loading process, equipment damage variables through periodic maintenance, weather through real-time monitoring, and truck queues through optimization by improving coordination between related parties.
Transformasi Digital Perencanaan Proyek Konstruksi: Perbandingan BIM dan Metode Konvensional pada Proyek Gedung NICU Puah, Putri Sri; Purwantoro, Almuntofa; Uda, Subrata Aditama K. A
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1496

Abstract

Project planning in construction requires a high level of accuracy in calculating work volumes, cost estimation, and scheduling. Even minor errors in these stages can lead to budget inefficiencies and schedule delays. This study compares the calculation of volumes, costs, and project duration using conventional methods and Building Information Modeling (BIM) in the construction project of the Neonatal Intensive Care Unit (NICU) building at RSUD Pulang Pisau, Central Kalimantan, Indonesia. The conventional approach relies on 2D drawings and manual calculations, while the BIM approach integrates 3D modeling using Autodesk Revit and cost estimation using Excel RAB V.1.1, based on AHSP (Analisis Harga Satuan Pekerjaan), the Indonesian Standard for Unit Price Analysis. The BIM model was developed based on As-Built Drawings. The results show differences in volume calculations for several work items, influenced by the level of model detail and the calculation method applied. BIM-based volume takeoff is derived from actual geometric shapes, including detailed building components. Cost estimation through BIM resulted in a lower total value, showing a 3.78% cost efficiency compared to existing project data. The BIM-based schedule maintained the same total duration of 20 weeks as shown in the S-curve, but was enhanced with more structured and visualized progress tracking. This study highlights the differences in results and the technical factors influencing volume accuracy, cost efficiency, and time visualization between the two project planning approaches.
Analisis Metode Perbaikan Pondasi Bendungan Di Tinjau Dari Segi Biaya Dan Waktu (Studi Kasus Bendungan Jragung Kabupaten Semarang) Siswadi, Siswadi; Donny Cahyono, Muhammad Shofwan; Ray, Norman; Hidayawan, Ahmad
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1518

Abstract

Pondasi merupakan elemen krusial dalam struktur bendungan karena berperan langsung terhadap stabilitas dan keamanan jangka panjang bendungan. Penelitian ini bertujuan untuk menganalisis metode perbaikan pondasi bendungan dari segi efisiensi biaya dan waktu pelaksanaan, dengan studi kasus pada proyek Bendungan Jragung di Kabupaten Semarang. Berdasarkan hasil investigasi geologi, ditemukan bahwa pondasi terdiri dari lapisan kolluvial dengan daya dukung yang rendah dan potensi deformasi tinggi. Dua metode perbaikan dianalisis, yaitu penggantian tanah dengan material batuan berkualitas dan perbaikan permukaan pondasi menggunakan dental beton serta metode Roller Compacted Concrete (RCC). Analisis dilakukan dengan menggunakan perangkat lunak GeoStudio (Sigma/W, Slope/W, Seep/W) untuk mengevaluasi deformasi vertikal (settlement), daya dukung tanah, dan stabilitas lereng. Hasil simulasi menunjukkan bahwa tanpa perbaikan, faktor keamanan pondasi tidak memenuhi syarat (FS = 1,32 < 1,5) dan terjadi penurunan diferensial hingga 20 cm, yang berisiko menyebabkan kebocoran pada zona inti bendungan. Setelah dilakukan perbaikan, kondisi pondasi menunjukkan peningkatan signifikan pada daya dukung dan kestabilan. Analisis biaya dan waktu menunjukkan bahwa metode RCC memberikan efisiensi pelaksanaan lebih tinggi dibandingkan metode dental beton.
Evaluation Of Overweight Loads On Freight Transportation In Relation To Road Damage And Safety Ipana Novela; Imam Basuki
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1533

Abstract

Basically, the structural function of the road will decrease over time, especially when the road is often passed by overloaded vehicles. The decline in road structural function will affect road user comfort, road user safety, transportation efficiency, accessibility, environment and other factors.The results of the study showed that of the total road length of 30,7 km with a road width of 7 m, about 6.52 km were damaged caused by overloading vehicles. The overall level of damage is categorized as lightly damaged based on the Bina Marga and SDI methods, although there are several segments that are in a severely damaged condition. The percentage of road damage caused by overloading vehicles was 14,563.35 m² (6.50%). The dominant types of damage include holes (3.01%), sinks (1.43%), and waves/curls (0.81%).The implementation of regulations on ODOL vehicles, regular road maintenance, and driver education are needed to improve safety, reduce the risk of accidents, and maintain the comfort of road users.
Analisis Stabilitas Pondasi Terhadap Rembesan Dan Piping Pada Bendungan (Studi Kasus Bendungan Jragung Kabupaten Semarang) Riko Bagus Setiyawan; Rekhan Farras Sutrisno; Abdul Rochim; Lisa Fitriyana; Ahmad Hidayawan
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1545

Abstract

The dam foundation is a basic structure that meets the requirements as a supporting sector for dam construction and ensures safety against one of the serious threats in the form of seepage and Piping. Therefore, analyzing the stability of the dam foundation against seepage and Piping is necessary. This study uses the Finite Element program to analyze stability, seepage, and Piping under Normal Water Level conditions. Dam stability analysis is carried out by adding earthquake load coefficient factors OBE (Operating Basis Earthquake) and MDE (Maximum Design Earthquake). The analysis is carried out in two stages, namely the first stage without additional repairs and the second stage with additional repairs in the form of Curtain Grouting and Cut-off wall. Under Normal Water Level conditions without earthquakes or with OBE and MDE 1.00H earthquakes, the stability of the foundation in Existing conditions, Alternative 1, and Alternative 2 meets the criteria, but does not meet the MDE 0.25H, 0.50H, and 0.75H earthquakes so that dynamic analysis is required using the Makdisi-Seed method. Seepage analysis shows that the discharge in the Existing condition is 49,716.74 m³/day exceeding the permit limit of 45,000 m³/day, while Alternative 1 (255.13 m³/day) and Alternative 2 (238.55 m³/day) meet the criteria. Meanwhile, Piping analysis in Normal Water Level conditions shows that the Existing does not meet the Safety Factor, while Alternative 1 and Alternative 2 meet the criteria and are safe for Piping.
Upaya Peningkatan Kuat Tekan Beton Porous Dengan Bahan Tambah Pasir dan Viscocrete Setiawan, Agung; Mochamad Teguh
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1575

Abstract

Beton Porous memiliki kuat tekan rendah dibanding dengan beton konvensional. Aplikasi beton porous meliputi jalur pejalan kaki, area parkir, trotoar dan jalur sepeda. Beton porous digunakan karena kemampuan meresapkan air sebagai drainase vertikal. Spesifikasi khusus Bina Marga Skh.-1.5.14. Tahun 2022 Tentang Perkerasan Beton Porous (Porous Concrete) mensyaratkan kuat tekan 20 MPa untuk jalur sepeda dan pejalan kaki. Campuran beton porous terdiri dari semen, agregat kasar, sedikit atau tanpa agregat halus, air dan bahan tambah kimia. Komposisi variasi ukuran agregat beton porous yang berbeda-beda dapat meningkatkan kuat tekan. Desain campuran pada penelitian ini menggunakan 3 ukuran agregat yaitu Ukuran agregat lolos saringan 19 mm tertahan 12,5 mm, lolos ayakan 12,5 mm tertahan 9,5 dan lolos 9,5 mm tertahan 4,75. Bahan pengisi pasir variasi 0%, 10%, 20%, 30%, 40%, 50%, dan 60% dari berat semen. Admixture Viscocrete 1003 0,4% dari berat semen dan fas 0,3. Kuat tekan lebih besar 20 MPa. tercapai pada persentase bahan pengisi 40% dan 50%. Nilai permeabilitas sebesar 0,49 –2,54 cm /dt.
Implementasi Hec-Ras Dalam Penanggulangan Bencana Hidrometeorologi Spesifikasi Banjir Di Wilayah Kecamatan Juwana Kabupaten Pati Rosita, Indah; Hidayati, Nor; Umam, Khotibul; Faqih, Nasyiin; Roehman, Fatchur; Arif Hidayat; Agus Setiawan
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1295

Abstract

Bencana banjir yang sering terjadi di Kecamatan Juwana, Kabupaten Pati, memerlukan upaya mitigasi yang efektif untuk mengurangi risiko dan dampaknya. Penelitian ini bertujuan untuk mengidentifikasi debit banjir rencana, menganalisis implementasi perangkat lunak HEC-RAS dalam pemodelan hidraulik, serta mengintegrasikan hasilnya dengan GIS untuk visualisasi zona rawan banjir. Analisis hidrologi dilakukan untuk menghitung debit banjir rencana menggunakan metode Rasional, Der Weduwen, Haspers, dan HSS Nakayasu. Simulasi hidraulik menggunakan HEC-RAS memberikan informasi mendalam mengenai profil muka air, kedalaman genangan, dan kecepatan aliran sungai pada berbagai titik sepanjang Sungai Silugonggo. Hasil penelitian menunjukkan debit banjir rencana mencapai puncak metode Rasional 2903,2192 m3/s, Der Weduwen 2291,861827 m3/s, Haspers 4433,007922 m3/s, dan Nakayasu 6114,1573 m3/s. Simulasi HEC-RAS berhasil memodelkan aliran sub-kritis (angka Froude < 1) dengan kedalaman genangan hingga 3 meter pada beberapa titik kritis. Integrasi dengan GIS menghasilkan peta risiko banjir yang memvisualisasikan area terdampak secara akurat, yang sangat berguna untuk perencanaan mitigasi bencana. Hasil integrasi ini menghasilkan peta risiko yang dapat digunakan sebagai acuan dalam penanggulangan bencana banjir​. Metode yang lebih komperhesif yaitu Metode Nakayasu karena memiliki keunggulan dalam perhitungan hidrograf aliran dari waktu ke waktu. Penelitian ini menyimpulkan bahwa kombinasi HEC-RAS dan GIS merupakan pendekatan yang efektif dalam penanggulangan banjir, baik untuk identifikasi risiko maupun perencanaan infrastruktur pengendalian banjir. Penerapan hasil penelitian ini diharapkan dapat membantu pemerintah dan masyarakat dalam mengurangi dampak bencana banjir di Kecamatan Juwana.
Analisis Indeks Kinerja Sistem Irigasi Daerah Irigasi Sambeng Kecamatan Kasiman Kabupaten Bojonegoro Indriani, Yulia; Mushthofa; Bayu Wicaksono
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1323

Abstract

Penelitian ini bertujuan untuk menganalisis indeks kinerja sistem irigasi di Daerah Irigasi (DI) Sambeng, Kecamatan Kasiman, Kabupaten Bojonegoro, dengan menggunakan pendekatan Penilaian Aset dan Kinerja Sistem Irigasi (PAKSI). Data dikumpulkan melalui observasi lapangan, wawancara dengan petugas dan petani, serta dokumentasi teknis jaringan irigasi. Komponen yang dievaluasi meliputi prasarana fisik, produktivitas tanam, sarana penunjang, organisasi personalia, dokumentasi, dan peran organisasi petani pengguna air (P3A). Hasil analisis menunjukkan bahwa rata-rata indeks kinerja sistem irigasi sebesar 32,84%, yang termasuk dalam kategori “Kurang dan Perlu Perhatian”. Faktor utama penyebab rendahnya kinerja adalah kerusakan pada jaringan irigasi dan rendahnya partisipasi P3A/GP3A/IP3A dalam pengelolaan air. Berdasarkan hasil ini, direkomendasikan untuk segera melakukan perbaikan infrastruktur, meningkatkan sistem inventarisasi aset, memperkuat koordinasi antarinstansi, serta mengadakan pelatihan peningkatan kapasitas pengelola irigasi. Diharapkan langkah-langkah tersebut dapat memperbaiki sistem distribusi air dan mendukung ketahanan pangan secara berkelanjutan.
Implementasi Building Information Modelling 3D, 4D, dan 5D pada Pembangunan Masjid Dodik Latpur Amborawang Yosef Metrio; Purwantoro, Almuntofa; Dewantoro
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1368

Abstract

This study aims to analyze the implementation of 3D, 4D, and 5D Building Information Modeling (BIM) in the construction project of the Dodik Latpur Mosque in Amborawang, East Kalimantan. The method used is a quantitative approach with data analysis using Graphisoft ArchiCAD, CYPE Open BIM Quantities, and Microsoft Project software. The results of the study indicate that the application of BIM significantly improves the accuracy of planning and cost estimation, with the Cost Estimate (RAB) calculated at Rp. 2,180,960,541.24, showing a difference of 2.54% compared to the conventional method. Additionally, the project duration was reduced by 14 days, with a total time of 168 days. The study concludes that BIM integration not only improves accuracy and efficiency in project management but also strengthens collaboration among stakeholders. These findings are expected to make a significant contribution to the adoption of BIM technology in the Indonesian construction industry.

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