cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Putu Aryastana
Contact Email
aryastanaputu@warmadewa.ac.id
Phone
+6281222788222
Journal Mail Official
paduraksa.sipil@gmail.com
Editorial Address
Jl. Terompong 24 Tanjung Bungkak Denpasar Bali, Indonesia
Location
Kota denpasar,
Bali
INDONESIA
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 15 Documents
 1   2 
Search results for , issue "Vol. 14 No. 2 (2025)" : 15 Documents clear
Analisis perencanaan sistem jaringan pipa (plumbing) dan sistem reservoar air bersih pada bangunan gedung Rian Hidayat; Athiah Safari; Elfiyusriningsih Syara
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 14 No. 2 (2025)
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.14.2.10980.250-259

Abstract

The PKU Muhammadiyah UNIMUDA Sorong Hospital, located in Sorong Regency, West Papua, is currently in its initial phase of construction. This study aims to analyze the clean water demand, design the water distribution (plumbing) system, and estimate the construction costs of the plumbing and reservoir systems for the hospital's main building. The research method used is descriptive quantitative, utilizing primary data from field observations and secondary data such as architectural plans and technical standards. The water demand calculation is based on the Unit Plumbing Fixture Load (UPFL) method, referring to the Indonesian National Standard (SNI) 8153:2015. The results indicate that the water distribution system is designed by considering the reservoir capacity, pipe dimensions, minimum water pressure, and flow efficiency to support the hospital's operational needs sustainably. Cost estimation is presented in the form of a Bill of Quantities (BoQ), covering key components such as piping, pumps, and plumbing accessories. This research contributes as a technical reference for planning clean water systems in multi-story healthcare facilities and supports efficient and sustainable water management efforts in the West Papua region.
Analisis risiko dalam supply chain proyek konstruksi menggunakan metode supply chain management Aulia Dewi Ambarsari; Felicia Tria Nuciferani; Mohamad Ferdaus Noor Aulady; Siti Choiriyah; Feri Harianto; Devi Indah Permatasari
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 14 No. 2 (2025)
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.14.2.11830.232-239

Abstract

During the construction process of the Sidoarjo Funeral Home, there were problems related to material flow that eventually caused the work-time to deviate from the planned schedule. This condition indicates the necessary analysis and evaluation of risks that may appear due to material supply chain disruptions. This study aims to identify events and causes of risk in the material supply chain flow using the Supply Chain Operation Reference (SCOR) approach, as well as to formulate and prioritize effective and realistic risk mitigation strategies to improve Supply Chain Management (SCM) performance in the project. After identifying the risks, an analysis of risk causes was conducted, followed by the design of mitigation strategies. The prioritization of mitigation strategies was based on their effectiveness and implementation difficulty. Tshe study identified 19 risk events and 20 risk causes that affected the supply chain flow. Eight mitigation strategies were proposed to address nine dominant risk causes, including developing and implementing SOPs as a communication system, enhancing material security protection, imposing penalties on relevant parties, creating an integrated system, improving coordination and communication with suppliers, establishing agreements with external parties, conducting employee training, and implementing a more rigorous worker selection process.
Efek fly ash terhadap parameter kompaksi material komposit lapisan base course suatu hauling road Immanuel Marchellino; Andrias Suhendra Nugraha
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 14 No. 2 (2025)
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.14.2.12082.204-211

Abstract

The utilization of coal combustion waste, particularly fly ash (FA), as an additive in the base course of mining haul roads has the potential to enhance the mechanical performance of the material while supporting sustainable construction practices. This study aims to analyse the effect of fly ash on Maximum Dry Density (MDD) and Optimum Moisture Content (OMC) in a composite material of fly ash and fill material (FM). Samples were collected from the PLTU stockpile in the Tanjung Selor mining area, North Kalimantan, and compaction tests were conducted in the laboratory using the Standard Proctor method (ASTM D698). The results indicate that pure fly ash has a low MDD (0.94 t/m³) and high OMC (65%) due to its fine, lightweight, and porous particles. The addition of 35% fly ash to 65% fill material significantly increased MDD to 1.62 t/m³ and reduced OMC to 10%, demonstrating the interstitial filling effect that improves composite density. Fly ash is non-plastic with a specific gravity (Gs) of 3.02, enhancing the mechanical stability of the composite material without causing plastic deformation. The study concludes that a 35% fly ash proportion in the base course achieves an optimal balance between high density, low moisture content, and ease of compaction, while promoting sustainable mining infrastructure through industrial waste reduction and material cost efficiency.
Studi efektifitas penggunaan dinding geser pada bangunan hotel 15 lantai di Magelang, Jawa Tengah Faraz Haiatul Maknun; Yosafat Aji Pranata
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 14 No. 2 (2025)
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.14.2.12550.285-297

Abstract

Earthquake-resistant buildings are structures designed to withstand lateral loads caused by earthquakes without damaging their structural elements. One effort that can be made is to use shear walls in medium-rise buildings. The purpose of this study is to study the behavior of the Aloon-Aloon Hotel multi-storey building located in Magelang City, which has medium soil characteristics with SDS of 0.61g and SD1 of 0.45g, risk category II. The scope of the study is a comparative study of buildings modeled with and without shear walls. Earthquake load planning refers to SNI 1726:2019 with the equivalent static analysis method. The process of modeling the building structure in this study uses three-dimensional structural analysis software based on the finite element method to study the behavior of the structure due to gravity loads and lateral loads. The results of the study are that buildings with shear walls have a higher building structure volume of 7.74% (shear walls, columns, beams) than buildings without shear walls (columns and beams). However, the use of shear walls produces lower deviation and capital values compared to buildings without shear walls, so that the building has high lateral stiffness in resisting lateral loads (designed earthquake loads). This shows that the use of shear walls significantly improves the strength and stiffness performance of structures in medium-rise buildings.
Analisis komparatif kinerja lalu lintas berdasarkan pedoman kapasitas jalan indonesia 2023 dan simulasi Vissim di Persimpangan Serdang Muhammad Oka Mahendra; Robinson Martianus Silalahi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 14 No. 2 (2025)
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.14.2.12584.240-249

Abstract

This study evaluates the operational performance of Serdang Intersection, an unsignalized three-leg junction located in a commercial area connecting Serang–Cilegon Road and Waringinkurung Road. The assessment combines analytical procedures from the Indonesian Highway Capacity Manual 2023 and microsimulation modelling using PTV Vissim software. Analysis of current conditions shows a traffic flow of 3206 passenger car units per hour, a degree of saturation of 0.75, an average delay of 12.75 seconds per passenger car unit, and a queue probability ranging from 23 percent to 46 percent, corresponding to level of service B. Projections for 2033 indicate that traffic flow will increase to 4602 passenger car units per hour, the degree of saturation will exceed capacity at 1.08, average delay will rise to 23.80 seconds per passenger car unit, and queue probability will reach 47 percent to 94 percent, resulting in level of service D. These findings underscore the urgency of infrastructure interventions such as intersection geometry optimization, priority lane adjustments, and the installation of traffic signals to mitigate congestion risks. The study demonstrates the effectiveness of integrating the Indonesian Highway Capacity Manual 2023 with microsimulation modelling using PTV Vissim (Planning Transport Traffic-Traffic in Cities Simulation Model) in comprehensively forecasting traffic performance, and it offers strategic recommendations for urban planners and policymakers.
Analisis saluran drainase Jalan Ahmad Yani Kabupaten Sragen menggunakan pemodelan EPA SWMM 5.2 Bima Afrizal Yusuf Hanafi; Paska Wijayanti; Rasyiid Lathiif Amhudo
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 14 No. 2 (2025)
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.14.2.12614.274-284

Abstract

Jalan Ahmad Yani is a vital economic and accessibility corridor in Sragen Regency that frequently experiences functional disruptions due to waterlogging. Therefore, the urgency of this research lies in the pressing need to mitigate the risk of structural degradation of the road pavement and prevent economic losses caused by persistent regional logistical obstacles. The flooding on Ahmad Yani Street in Sragen Regency is disrupting traffic and community activities. This study aims to analyze design rainfall intensity (10 and 20-year return periods) and evaluate the capacity of the existing drainage system using EPA SWMM 5.2 simulation. Rainfall intensity calculations were performed using the Gumbel and Mononobe methods, with an ATM distribution. Simulation results showed peak rainfall intensity reaching 82.70 mm (10 years) and 92.70 mm (20 years). Drainage capacity analysis indicates critical points. Junction node J4 (DTA 1) consistently experiences overflow of 0.941 m³/s, despite the large capacity of conduit C3, indicating a significant upstream flow contribution. Junction J14 (DTA 2 Segment 1) shows a large overflow of up to 1.973 m³/s, as the limited capacity of conduit C11 is unable to accommodate the accumulated flow. Junction J36 (DTA 2 Segment 2) also consistently overflows at 1.017 m³/s, indicating that the upstream flow accumulation exceeds its capacity despite the large capacity of conduit C39. It is concluded that the existing drainage system on Ahmad Yani Street is unable to adequately drain the volume of water during peak rainfall intensity, causing flooding. Recommendations include increasing channel capacity at critical points and a thorough evaluation of the drainage network. By identifying hydraulic system failures using dynamic simulation, this research makes a significant contribution by providing a precise map of critical points and a technical model that can serve as a database for relevant authorities, particularly the Sragen Regency Government, in formulating more adaptive and sustainable urban drainage infrastructure rehabilitation and development.
Evaluasi sistem drainase menggunakan pemodelan HEC-RAS: Studi kasus Jalan Puloampel Bojonegara KM 17-18 Kabupaten Serang, Banten Aldi; M. Oka Mahendra
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 14 No. 2 (2025)
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.14.2.12933.182-194

Abstract

Drainage problems along the Puloampel–Bojonegara Road in Serang Regency, Banten, have become a concern due to frequent waterlogging during the rainy season, where the dimensions or size of the drainage channels cannot accommodate the existing flow rate of 3,01 m³/sec, which causes water to overflow. In addition to impairing road user comfort, this flooding damages road infrastructure, raises the possibility of traffic accidents, and interferes with logistics distribution in the nearby industrial regions. This study aims to evaluate the performance of the existing drainage system and provide technical recommendations using HEC-RAS-based numerical modeling. The data used includes primary data from field surveys in the form of existing channel condition data, channel geometry data in the form of channel width and depth, channel slope, channel cross-sectional shape and secondary data such as rainfall data and land use data. Hydrological analysis was carried out using the Log Pearson Type III distribution to determine the design rainfall, while the discharge was calculated using the Manning equation. The results of the HEC-RAS simulation show that the existing channels have varying dimensions, where the width of the channel is 50 cm – 60 cm, and the height of the channel is 50 cm – 70 cm, which causes the drainage channel to be unable to accommodate flood discharge or flow discharge, with an average overflow height of 30 cm and a maximum of 61 cm. After geometric improvements were made to the channel by widening the channel to 100 cm and deepening the channel to 100 cm, re-simulation showed that all cross-sections were able to accommodate the flow, with an average water level of 35 cm below the edge of the channel. This study offers insightful technical information about the value of regular maintenance and the efficacy of drainage upgrades .
Pengembangan dan pengujian aplikasi penilaian kinerja saluran dan bangunan irigasi berbasis mobile menggunakan AppSheet (Studi Kasus: DI. Kiaraeyeuh) Uways Muhammad Mashudi; Siegfried Syafier; Fauzia Mulyawati
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 14 No. 2 (2025)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Optimal irrigation network performance is crucial to support agricultural productivity and meet the water needs of rice fields. However, the process of inventorying and assessing the condition of irrigation networks is still largely done manually, resulting in delays in reporting, potential recording errors, and low decision-making effectiveness. In accordance with the guidelines of Permen PUPR No.12/PRT/M/2015, a system is needed that is capable of evaluating the condition of irrigation assets more quickly, accurately, and in a standardized manner. This study aims to develop AsetAirKu, an AppSheet-based mobile application to support the process of inventorying and assessing the performance of irrigation channels and structures digitally, in an integrated manner, and in a way that is easy to use in the field. The research methods included a literature study on irrigation asset condition parameters, field data collection on channel profiles, sedimentation, embankment conditions, sluice gates, and other structure components, as well as the design of the application database structure. The application was developed through the stages of interface creation, data input flow, and report automation. The application was tested in the Kiaraenyeuh Irrigation Area as a case study, assessing its effectiveness during the data collection and assessment process in the field. AsetAirKu successfully integrated the data collection and assessment processes into a single platform. The field test results showed a network performance value of 70.65%, which is in the moderate category, with a moderate level of damage and recommendations for periodic maintenance. The application is capable of accelerating data recording, improving assessment accuracy, and generating reports automatically. The main constraint of the application is its dependence on an internet connection for data synchronization and report downloading. AsetAirKu has proven to be effective as a digital tool in assessing irrigation network performance, improving reporting efficiency, and supporting data-driven decision making.
Analisa risiko pembangunan dermaga untuk pembangkit listrik terapung (Barge Mounted Power Plant/BMPP) di Kolaka, Sulawesi Tenggara Yani Esbe; Savitri Citra Budi; Irawadi Prihaswan
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 14 No. 2 (2025)
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.14.2.13019.260-273

Abstract

Electricity utilization in the provinces of South Sulawesi, Southeast and West Sulawesi is rapidly growing at a high rate. In Southeast Sulawesi Province, between the years of 2020 and 2024, it significantly grew by 12.66% per year. To meet with this high demand, for such a reason, PT Perusahaan Listrik Negara Indonesia Power/Electricity State Owned Company Info (PLN) ordered Nusantara II Barge Mounted Power Plant (BMPP) to PT PAL Surabaya and built a new jetty to mount the 60 MW plant in Wolo, Kolaka, Southeast Sulawesi. It is important to conduct risk management to ensure the success of the project by identifying and mitigating impact the risks that could be an obstacle smoothing delivery of the BMPP and the construction of its mounting dock. This study aims to analyze and manage risks for the construction of the BMPP Jetty. A risk analysis of the project was made to oversee what risks could interfere during the procurement stage, delivery the plant, implementation/construction stage up to the completion of the project. The research in this paper uses a descriptive qualitative approach and survey to examine the consequences of risks collected based on purposive sampling from Users, Contractors, Project Owners, and Project workers. The identified risks are then calculated and mitigated as necessary to control them. There were 47 risks identified, and after thorough analysis using the HIRADC method, 17 (36%) risks were low, 29 (62%) risks were moderate and 1 (2%) risk was high risk, which was related to the delivery of the BMPP itself. This research can help users, project owners, or other stakeholders in identifying, understanding, and responding to risks more effectively so that projects can be completed on time, without work accidents, but good quality, and within the planned budget. Good risk control and mitigation have made the project completed on time without accidents, delays, and with good quality delivered. The pattern of project implementation and management are be able to serve as reference to similar project in the future.
Analisis lokasi titik rawan kecelakaan (black spot) pada Ruas Jalan Raya Labuan (KM 1 – KM 10) Pandeglang - Banten Muhammad Apriansyah; Muhammad Oka Mahendra
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 14 No. 2 (2025)
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.14.2.13042.174-181

Abstract

The number of traffic accidents in Indonesia continues to increase every year, which contributes to the increasing death rate among the population. Similar conditions occurred in Pandeglang Regency, especially on the Labuan highway from KM 1 to KM 10, which experienced an increase in the number of accidents as seen from the LAKA (Traffic Accident) data from the Pandeglang Police from 2020 - 2024, both for Deaths (MD), Serious Injuries (LB) and Minor Injuries (LR). This study aims to identify the location of accident-prone points (black spots) along KM 1 - KM 10 of the Labuan highway, Pandeglang Regency and analyze the causal factors and solutions to the problems caused by black spots along KM 1 - KM 10 of the Labuan highway, Pandeglang Regency. The method used is to use primary data and secondary data. For data analysis using the Accident Rate and Equivalent Accident Number (EAN) methods with the use of limit values using the Final Control Limit (BKA) method and the Upper Control Limit (UCL) method. The results of the study show that: 1.) The number of traffic accidents on the Labuan Highway, Pandeglang Regency throughout 2020 - 2024 fluctuated; 2.) Location of accident-prone points (black spots) on the KM 1 - KM 3 segment, with EAN values exceeding the Upper Control Limit (BKA) and Upper Control Limit (UCL) values; 3.) The dominant factors causing accidents on Jalan Raya Labuan, Pandeglang Regency, especially on the KM 1 - KM 3 segment, include minimal street lighting, sharp bends, lack of traffic signs, and extreme road contours; and 4.) The solution includes repair and maintenance of street lighting, installation of speed limit signs and reflectors, construction of rumble strips, and installation of accident-prone warning signs and warning lights. It is hoped that this solution can become the basis for targeted special handling to prevent and reduce traffic accidents in the Labuan – Pandeglang Highway area.

Page 1 of 2 | Total Record : 15

 1   2 

Filter by Year

2025 2025


Reset
Filter By Issues
All Issue Vol. 14 No. 2 (2025) Vol. 14 No. 1 (2025) Vol. 13 No. 2 (2024) Vol. 13 No. 1 (2024) Vol. 12 No. 2 (2023) Vol. 12 No. 1 (2023) Vol. 11 No. 2 (2022) Vol. 11 No. 1 (2022) Vol. 10 No. 2 (2021) Vol. 10 No. 1 (2021) Vol. 9 No. 2 (2020) Vol. 9 No. 1 (2020) Vol. 8 No. 2 (2019) Vol. 8 No. 1 (2019) Vol. 7 No. 2 (2018) Vol. 7 No. 1 (2018) Vol. 6 No. 2 (2017) Vol. 6 No. 1 (2017) Vol. 5 No. 2 (2016) Vol. 5 No. 1 (2016) Vol. 4 No. 2 (2015) Vol. 4 No. 1 (2015) Vol. 3 No. 2 (2014) Vol. 3 No. 1 (2014) More Issue