Publikasi Riset Orientasi Teknik Sipil (Proteksi)
Publikasi Riset Orientasi Teknik Sipil (Proteksi), ISSN No. 2655-6421 is a venue for publicizing scientific research activities in the field of Civil Engineering, necessarily restricted to structures, geotechnic and earthquakes, transportation, highway and railway, construction materials, water resources, hydrology and hydraulic, environment, surveying, monitoring and control systems, health and safety in construction. Proteksi is a peer-reviewed journal that is published by Universitas Negeri Surabaya or the State University of Surabaya in collaboration with Himpunan Ahli Teknik Tanah (HATTI) Cabang Jatim or Soil Engineering Expert (HATTI) East Java Branch. Proteksi is published by the Department of Civil Engineering, Faculty of Engineering, State University of Surabaya - Indonesia with publishing period twice in a year. The articles published in Proteksi been through the editing process and rigorous assessment of third parties who joined as a mitra bebestari. This editing process aims to ensure the accuracy of the content of the article as well as guarantee the accuracy of information as expected by the reader. The article published in Proteksi be accessible online and can be downloaded without charge (free of charge). We invite researchers, academics, and practitioners to publish research results in this journal. The language used in this journal is English and Bahasa Indonesia. Proteksi published by the Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Surabaya (Unesa), Surabaya, East Java, Indonesia. Proteksi published twice a year, in Juni and December, Proteksi includes research in the field of Structures, Geotechnic and Earthquakes, Construction Management, Transportation, Highway and Railway , Construction Materials, Water Resources, Hydrology and Hydraulics, Environment, Surveying, Monitoring, and Control Systems, Health and Safety in Construction. Editors invite research lecturers, the reviewer, practitioners, industry, and observers to contribute to this journal.
Articles
151 Documents
<![CDATA[ROAD MAINTENANCE MANAGEMENT STUDY BASED ON THE CORRELATION BETWEEN DAMAGE VALUES AND ROAD ROUGHNESS VALUES USING ROADLAB-PRO: KAJIAN MANAJEMEN PEMELIHARAAN JALAN BERDASARKAN KORELASI NILAI KERUSAKAN TERHADAP NILAI ROUGHNESS JALAN BERBASIS ROADLAB-PRO ]]>
<![CDATA[Yulandi, Wiki]]>;
<![CDATA[Elsa Eka Putri]]>;
<![CDATA[Purnawan]]>
<![CDATA[ PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025) ]]>
Publisher : <![CDATA[Universitas Negeri Surabaya ]]>
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DOI: 10.26740/proteksi.v7n2.p141-149
<![CDATA[Road maintenance is important to maintain the safety and comfort of road users. Surveys are needed to determine the condition of cross-country roads. Road maintenance management along with budget costs based on the results of the correlation between the IRI method values (International Roughness Index) Software-based Roadlab Pro against the value of road surface damage by the PCI method (Pavement Condition Index) and Bina Marga can be done for the purpose of simplifying the survey process in evaluating road conditions and how to properly handle damage to the Pondok-Pulau Sangkar road section in Kerinci Regency. IRI value based on Roadlab Pro can be used to assess road conditions based on the PCI method because it has values that influence each other based on the results of correlation regression analysis with a coefficient value of 88.7%. Determination of the road maintenance budget is made based on 3 proposed scenarios which include maintenance according to needs or when damage occurs, maintenance every year, and periodic maintenance in the form of improvements in the first year, routine maintenance in the second year, and periodic maintenance from the third to the fifth year.]]>
<![CDATA[Analysis of Open Channel Design at The Railway Subsidiary Location at KM 206+100 - KM 206+560 of The Tanjung Karang Divre IV Gilas Emplasement: Analisis Perencanaan Saluran Terbuka pada Lokasi Amblesan Jalur Kereta Api di KM 206+100 - KM 206+560 Emplasemen Gilas Divre IV Tanjung Karang ]]>
<![CDATA[pranata, yogi]]>;
<![CDATA[Henggar Risa Destania]]>;
<![CDATA[Ghina Amalia]]>
<![CDATA[ PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025) ]]>
Publisher : <![CDATA[Universitas Negeri Surabaya ]]>
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DOI: 10.26740/proteksi.v7n2.p150-158
<![CDATA[Railway track subsidence at Km 206+100–Km 206+560 of the Gilas Emplacement, Divre IV Tanjung Karang, is caused by the interaction between saturated soil conditions, high groundwater levels, and an underperforming drainage system. Field investigations show that the 0–5 m soil layer is dominated by high-plasticity clay, while the 5–10 m layer consists of sandy clay, and the layer below 10 m is silty sand. Geoelectrical data indicate groundwater levels as shallow as 1.5 m below the rail head, causing soil saturation and resulting in pumping effects under dynamic train loading. This accelerates the formation of slip surfaces and decreases slope safety factors (SF < 1.5). This study evaluates drainage improvements by designing an open drainage channel system. Calculations show that the planned channel capacity is 2.6 m³/s, exceeding the runoff discharge in Area A1 (2.5 m³/s). Existing channel dimensions are also adequate to convey runoff. Additionally, subsurface drainage and vertical drain systems are required to lower groundwater levels and maintain slope stability. The recommended HDPE pipe diameter is 14 inches, adjusted to field availability.]]>
<![CDATA[Analysis of Improvement Strategies for the Ngudikan Kiri Irrigation Network Using the Analytical Hierarchy Process (Case Study: Ngudikan Kiri Irrigation System, Nganjuk Regency): Analisis Strategi Perbaikan Jaringan Irigasi Ngudikan Kiri Menggunakan Metode Analytical Hierarchy Process (Studi Kasus: Jaringan Irigasi Ngudikan Kiri Kabupaten Nganjuk) ]]>
<![CDATA[Stevania, Egha]]>;
<![CDATA[Bambang Sujatmiko]]>;
<![CDATA[Dayat Indri Yuliastuti]]>
<![CDATA[ PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025) ]]>
Publisher : <![CDATA[Universitas Negeri Surabaya ]]>
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DOI: 10.26740/proteksi.v7n2.p159-168
<![CDATA[Efficient irrigation is essential for supporting agricultural productivity in Nganjuk Regency. The Ngudikan Kiri irrigation network, covering 645 hectares, was selected as the research object due to its suboptimal performance, which affects water distribution to farmers. This study aims to evaluate the network’s performance using the KP-01 (2013) guidelines and to formulate improvement strategies through the Analytical Hierarchy Process (AHP). Data were collected through field surveys, documentation, and interviews, and analyzed using a descriptive quantitative approach. The results provide priority recommendations for improvement strategies that align with actual field conditions. The results of the Water Balance analysis show that the highest water deficit during the rice planting season reached 7.58 m³/second in May I, while the maximum deficit during the secondary crop planting season was 1.56 m³/second in November I. AHP analysis revealed that the social support criterion has the highest weight of 0.23, with the main priority on channel rehabilitation (0.24), followed by scheduled irrigation (0.23) and measured water gates (0.20). This study emphasizes the need for improvements in irrigation management through infrastructure enhancement and more efficient water distribution regulation so that the irrigation system functions optimally and supports sustainable agricultural productivity.]]>
<![CDATA[Analysis of Occupational Accident Risk Control Efforts at PT. XYZ Using the Job Safety Analysis (JSA) and Hazard Identification Risk Assessment (HIRA) Methods: Analisis Risiko Kecelakaan Kerja Pada PT. XYZ Menggunakan Metode Job Safety Analysis (JSA) Dan Hazard Identification Risk Assessment (HIRA) ]]>
<![CDATA[Rezi Berliana Yasinta]]>;
<![CDATA[Ahmad, Farhan]]>;
<![CDATA[Adi Darmawan]]>;
<![CDATA[Zaki Al Fattah Putra Firmansyah]]>
<![CDATA[ PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025) ]]>
Publisher : <![CDATA[Universitas Negeri Surabaya ]]>
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<![CDATA[This study aims to analyze the risk of occupational accidents occurring in the production section of PT. XYZ, an automotive manufacturing company. The risk analysis was conducted using the Job Safety Analysis (JSA) and Hazard Identification Risk Assessment (HIRA) methods. The primary data, which consists of occupational accident records from PT. XYZ, is secondary data indicating that in 2023, a total of 61 workplace accidents occurred. Additional data required to validate this research were obtained through literature review. The results of this study include a risk ranking that contains the risk values of occupational accidents obtained through the HIRA method and information on control efforts obtained through the JSA method. The conclusion drawn from the analysis shows that four types of workplace accidents are classified as low-risk, two types as medium-risk, and the control efforts for most types of accidents involve increasing worker awareness and supervision regarding the use of personal protective equipment (PPE) in accordance with standard operating procedures (SOPs), as part of fulfilling occupational health and safety (OHS) aspects in the company.]]>
<![CDATA[Evaluation of Occupational Health and Safety (OHS) Based on HIRARC Method to Improve Workers' Performance on Exploration Well Drilling Project at PT.X: Evaluasi Kesehatan dan Keselamatan Kerja (K3) Berbasis Metode HIRARC untuk Meningkatkan Kinerja Para Pekerja pada Proyek Pengeboran Sumur Eksplorasi di PT.X ]]>
<![CDATA[Said, Nandiva Aurellia Putri]]>;
<![CDATA[Yasinta, Rezi Berliana]]>;
<![CDATA[Chaesa, Adinda]]>;
<![CDATA[Mulya, Mifthah Alvito]]>;
<![CDATA[Nuresa, Keny Islam]]>;
<![CDATA[Rizaldi, Teuku Rizky Ananda]]>
<![CDATA[ PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025) ]]>
Publisher : <![CDATA[Universitas Negeri Surabaya ]]>
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<![CDATA[This study aims to analyze and evaluate the application of Occupational Health and Safety (OHS) using the HIRARC (Hazard Identification, Risk Assessment and Risk Control) approach to improve the performance of workers in the environment of PT X's TTN-001 exploration well drilling project. The research method used is a descriptive quantitative approach through distributing questionnaires, field observations, interviews, and document analysis. A total of 80 respondents from the field workforce became the research sample. The results showed that the highest potential hazards came from work activities at heights, welding without eye protection, and high noise exposure. Risks were assessed using a risk matrix based on likelihood and impact levels. Risk control is carried out based on the control hierarchy which includes elimination, substitution, engineering, administrative, and the use of PPE as a last resort. The evaluation showed that although PPE had been provided, compliance with its use was still low. Recommendations were given in the form of strengthening training, periodic HSE audits, increased supervision and procurement of more ergonomic PPE.]]>
<![CDATA[Traffic Impact Analysis of Zaenal Zakse Road Due to Kebalen Market Activities in Malang City: Analisis Dampak Lalu Lintas Jalan Zaenal Zakse Akibat Aktivitas Pasar Kebalen di Kota Malang ]]>
<![CDATA[Primasworo, ST., MT, Rifky]]>;
<![CDATA[Andy Kristafi Arifianto]]>;
<![CDATA[Blima Oktaviastuti]]>;
<![CDATA[Gilberd Herdani Hau Pia]]>
<![CDATA[ PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025) ]]>
Publisher : <![CDATA[Universitas Negeri Surabaya ]]>
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<![CDATA[Community behavior in the market area has a direct impact on traffic flow, especially during peak hours when vehicles enter and exit the market. The presence of street vendors and illegal parking on the roadside exacerbates the problem by adding to traffic congestion, slowing traffic, and storing cars in certain areas. This study aims to determine traffic performance and the effect of Kebalen Market activities on traffic performance. The research design uses quantitative with descriptive research type. This research was conducted at Jalan Zaenal Zakse, Jodipan, Malang City using the Indonesian Road Capacity Guidelines (PKJI) method. The calculation results show that the traffic impact due to market activities has a negative impact on the performance of the Zaenal Zakse Road Section when viewed from the highest average degree of saturation on Sunday, November 3, 2024 at 06:00-07:00 am at 1.16 level of service F with the criteria for stuck / jammed flow. ]]>
<![CDATA[Distribution of Bus Trips Based on Origin and Destination of Terminal Passengers in Surabaya City for Travel Movement in East Java Region: Sebaran Perjalanan Bus Berdasarkan Asal Tujuan Penumpang Terminal di Kota Surabaya untuk Pergerakan Perjalanan di Wilayah Jawa Timur ]]>
<![CDATA[Wibisono, R. Endro]]>;
<![CDATA[Haratama, Kusuma Refa]]>
<![CDATA[ PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025) ]]>
Publisher : <![CDATA[Universitas Negeri Surabaya ]]>
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DOI: 10.26740/proteksi.v7n2.p191-196
<![CDATA[In land transportation, the terminal is part of the transportation service network as a node of a series of land transportation networks in each city. High travel rates by public vehicles such as buses that are not matched by good traffic arrangements will cause problems such as congestion. The study was conducted to determine the pattern of travel movements (Trip Distribution) of bus passengers in several regions in East Java in an Origin-Destination Matrix (MAT) using the Synthetic Method, namely the Unsconstrained Gravity Model. Alternative methods for calibrating parameters in the gravity model are α and β, which are parameters of the barrier function (accessibility) between zones . The approach used in this research is a quantitative descriptive approach using the Google Earth application media to measure the distance between one city and another. The results obtained Alpha (α) value of 5.82 and the best R Square of 0.0917 with y = 13.682x for MAT Power and Beta (β) value of 0.0098 and the best R Square value of 0.0635 with y = 1E - 10x. The distribution modeling formula for East Java zone bus passengers . ]]>
<![CDATA[Analysis of the Pumping Capacity of Pulopancikan Pump House for Flood Control in Gresik Regency : Analisis Kapasitas Rumah Pompa Pulopancikan dalam Upaya Pengendalian Banjir di Kabupaten Gresik ]]>
<![CDATA[Anna Rosytha]]>;
<![CDATA[Dayat Indri Yuliastuti]]>;
<![CDATA[Arifien Nursandah]]>;
<![CDATA[Mochamad Ismianto]]>
<![CDATA[ PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025) ]]>
Publisher : <![CDATA[Universitas Negeri Surabaya ]]>
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DOI: 10.26740/proteksi.v7n2.p197-203
<![CDATA[The study analyze the pumping capacity of the Pulopancikan Pump House in flood control efforts in Gresik Regency, Indonesia. The area frequently experiences inundation due to high rainfall, sedimentation, and tidal backflow. The research applied hydrological and hydraulic analyses using maximum daily rainfall data from three climatology stations (Tambak Ombo, Bunder, and Cerme) for the period 2014–2023. Rainfall frequency analysis was conducted usings: Gumbel, Normal, Log Normal, and Log Pearson Type II. Based on the Smirnov–Kolmogorov and Chi-Square goodness-of-fit tests, the Log Pearson Type III distribution was selected as the most appropriate model. The design flood discharge was determined using the Rational Method, yielding 23.654 m3 for a 10-year return period. The planned pumping capacity is 4.25 m3/s, consisting of three main pumps and one sludge pump, which is considered sufficient to manage the runoff volume within a two-hour operating time. Evaluation results indicate the Pulopancikan pump system effectively reduces inundation when operated in stages. However, the existing drainage channel capacity needs improvement to accommodate combined flows from rainfall and pump discharge.]]>
<![CDATA[Performance Analysis of APILL at the Intersection of Jl. Pemuda Timur - Jl. Ngampel and Jl. Lisman - Jl. Veteran, Bojonegoro Regency: Analisis Kinerja Simpang APILL Pada Simpang Empat Jl. Pemuda Timur - Jl. Ngampel Dan Jl. Lisman – Jl. Veteran Kabupaten Bojonegoro ]]>
<![CDATA[Rahmawati, Alfia Nur Rahmawati]]>;
<![CDATA[Yulis Widhiastuti]]>;
<![CDATA[Andy Yanuar Putra Riyadi]]>
<![CDATA[ PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025) ]]>
Publisher : <![CDATA[Universitas Negeri Surabaya ]]>
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DOI: 10.26740/proteksi.v7n2.p204-210
<![CDATA[An intersections are areas where two or more roads meet and often cause traffic conflicts that can lead to congestion and accidents, especially in locations near crowded centers. With the development of cities such as Bojonegoro, which has industrial, tourism, and educational activities, the volume of vehicles at certain intersections has increased rapidly, especially at certain hours. One of the busy intersections in Bojonegoro is the Four-Way, which requires effective traffic management through the use of traffic signal devices (APILL). However, the physical conditions of this intersection, such as unclear left-turn signs and limited visibility, increase the risk of vehicle conflicts. These conditions prompted the idea to conduct research analyzing the performance of the traffic signal system at the Four-Way Intersection of Jl. Lisman, Jl. Veteran, Jl. Ngampel, and Jl. Pemuda Timur in Bojonegoro using the PKJI 2023 method. This study aims to analyze the performance of the APILL at this intersection and identify alternative phases required if the APILL performance is inadequate, with the hope of improving understanding of traffic performance at this intersection, evaluating road service levels from a delay perspective, and providing useful data for relevant parties and future]]>
<![CDATA[Identification and Evaluation of Risks in Construction Projects in Archipelagic Areas Using the Failure Mode and Effect Analysis (FMEA) Method A Case Study of East Sumba, Indonesia ]]>
<![CDATA[Ahmad Farid Ardiansyah]]>
<![CDATA[ PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025) ]]>
Publisher : <![CDATA[Universitas Negeri Surabaya ]]>
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DOI: 10.26740/proteksi.v7n2.p212-222
<![CDATA[Construction projects in semi-arid coastal zones operate within complex environmental and managerial constraints that heighten vulnerability to multiple risks. This research analyzes those dynamics through a systematic application of Failure Mode and Effect Analysis (FMEA) to identify, classify, and prioritize critical risk factors affecting project reliability. The results show that material shortages, heat exposure, and unstable energy supply are the most pressing risks, often intensified by weak procurement systems, inaccurate budgeting, and low compliance with environmental and safety protocols. A comparison of managerial and field-level perceptions reveals notable gaps: while both groups recognize similar degrees of severity, on-site workers view risks as more frequent and difficult to detect, reflecting unequal access to information and experience. When combined, the Probability–Impact Matrix and Risk Priority Number assessment indicate that most hazards fall within the high-risk category. The study argues that sustainable construction in such climates requires a move from reactive to anticipatory management. It recommends optimizing local resources through adaptive technologies, reinforcing safety culture and workforce skills, and ensuring transparency via digital governance tools. These integrated measures strengthen resilience, operational reliability, and environmental sustainability in resource-constrained construction contexts]]>
