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Putu Aryastana
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Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa
Published by Universitas Warmadewa
ISSN : 23032693     EISSN : 25812939     DOI : https://doi.org/10.22225/pd.6.2.482.108-122
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 2303-2693 (Print ISSN), 2581-2939 (Electronic ISSN) is a journal of civil engineering provides a forum for publishing research articles or review articles which published by Warmadewa University Press jointly with Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa. This journal is also dedicated to provide an intellectual space of scholarly discussion how journal of civil engineering able to create the new global formation of civil engineering and similar issues. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa started from Volume 1 Number 1 Year 2012 for Print and Oline from Volume 3 Number 1 Year 2014 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; Others Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 283 Documents
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Evaluasi kondisi permukaan jalan metode pavement condition indeks dalam meningkatkan keselamatan pada Ruas Penghubung Weleri-Sukorejo Hasna Aulia Rahma; Riza Phahlevi Marwanto; Yogi Oktopianto
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa 166-173
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.14.1.12436.166-173

Abstract

Road surface degradation poses significant risks to service quality and traffic safety, necessitating systematic evaluation for effective rehabilitation. This study assessed the condition of the Weleri-Sukorejo road segment using the Pavement Condition Index (PCI) method and safety inspections to formulate targeted rehabilitation strategies. The 12 km road was divided into six segments for visual surveys, with PCI calculations following ASTM D6433 guidelines. Results revealed PCI values ranging from 28 (very poor) to 99 (excellent), averaging 64.5 (fair). Critical findings identified severe damage in segments 0+000–2+000 (PCI 35) and 2+100–4+000 (PCI 28), dominated by potholes (29%) and polished aggregate (24%), requiring immediate structural intervention. Moderate degradation in segments 10+100–12+000 (PCI 64) and 4+100–6+000 (PCI 72) highlighted the need for periodic maintenance, while high-PCI segments (6+100–10+000) warranted routine upkeep. Key contributing factors included overloading, substandard materials, and inadequate drainage. Recommendations prioritize structural rehabilitation, material standardization, and preventive maintenance to enhance road safety and longevity. The study contributes by providing a technical evaluation approach based on PCI data to support more accurate, measurable, and safety-oriented road rehabilitation planning on national road segments.
Analisis debit banjir metode rasional dan metode HSS Nakayasu terhadap debit banjir terukur Sub DAS Batang Tabir Nurfaijah; Eri Stiyanto; Wiliya; Ovrianti Nurhadi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa 120-133
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.14.1.12440.120-133

Abstract

High rainfall and changes in land cover occurring in the Batang Tabir sub-watershed have an impact on surface runoff and increased river flow, triggering flooding and causing road access to be submerged and damage to infrastructure around the river. Therefore, it is necessary to review the flood flow design calculations in the Batang Tabir Sub-Watershed to assess the potential magnitude of flood flows and establish the parameters required for water infrastructure planning. The methods commonly used for flood flow calculations are the Rational Method and the Nakayasu HSS Method. These methods are preferred due to their simplicity, as they only require river data and rainfall data. The selection of an appropriate method for calculating flood discharge must be validated with measured river discharge data. This study aims to determine the design flood discharge method that can be applied to the Batang Tabir Sub-Watershed. This study was conducted by comparing the flood discharge of the Rational and HSS Nakayasu methods with measured flood discharge using frequency distribution based on relevant statistical parameters. The results of the flood discharge calculations using the Rational method for a return period of 2–100 years are closer to the measured flood discharge, with the Rational method yielding a flood discharge of 494.05–1,385. 48 m³/s, the flood discharge using the Nakayasu HSS method for a return period of 2–100 years was 769.32–2,157.41 m³/s, and the measured flood discharge for a return period of 2–100 years was 375.22–1,337.44 m³/s. The validation and evaluation results show that the smallest error value (VE) is found in the Rational method, which is 9%, with the Nash Sutcliffe Efficiency (NSE) value falling into the very good category at 94%. Meanwhile, the Nakayasu HSS method yields the largest error value (VE) at 69%, and the NSE value falls into the unsatisfactory category at 17%. Therefore, the Rational method has a better level of suitability and can be used as a reference in infrastructure planning in the Batang Tabir Sub-Watershed.
Implementasi BIM dengan Autodesk Revit 2025 pada quantity take-off material struktur Gedung Plaza Airlangga (Unair) tahap 1 terhadap volume Dwi Nur Wahyudi; Masca Indra Triana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa 142-151
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.14.1.12449.142-151

Abstract

Rapid development in the construction sector is strongly influenced by its crucial and efficient functions. This drives the construction industry towards better integration. Currently, advances in technology and communication play an important role in overcoming various challenges, one of which is through the implementation of Building Information Modeling (BIM). This approach supports more integrated design and construction processes, resulting in higher efficiency. A primary challenge in construction service provision is the discrepancy in work volume, which can affect project success. By using Autodesk Revit 2025, the implementation of 5D BIM for material Quantity Take-Off can provide higher accuracy in volume estimation. In its implementation, data is processed using Autodesk Revit 2025 BIM software integrated with Microsoft Excel for further analysis. The results show that total volume calculations using Autodesk Revit are more precise compared to conventional methods. The volume of concrete work based on BIM is 2,005.35 m³, which is 83.31 m³ lower than the conventional method at 2,088.66 m³. Meanwhile, the reinforcement volume based on BIM is 354,670.98 kg, which is 29,024.91 kg lower than the conventional method at 383,695.89 kg. The contribution of this research is the demonstration that the implementation of 5D BIM using Autodesk Revit 2025 significantly improves the accuracy of structural work volume calculations compared to conventional methods, thereby helping to reduce volume discrepancies in construction projects and enhancing the reliability of material quantity planning.

Page 29 of 29 | Total Record : 283

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