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Journal of Social Research
Published by CV. International Journal Labs
ISSN : 28279832     EISSN : 2828335x     DOI : https://doi.org/10.55324
Core Subject : Economy, Humanities, Science, Education, Social,
Humanities Computer Science & IT Economics, Econometrics & Finance Education Social Sciences
The Journal of Social Research is a double blind peer-reviewed academic journal and open access to social and scientific fields. The journal is published monthly by International Journal Labs. The Journal of Social Research provides a means for sustained discussion of relevant issues that fall within the focus and scopes of the journal which can be examined empirically. The journal publishes research articles covering all aspects of social sciences, ranging from Management, Economics, Culture, Law, Public Health, and Education that belong to the social context.
Arjuna Subject : Umum - Umum
Articles 1,230 Documents
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Developing Sapawarga As Value Orchestration Platform Using Service Science Perspective (Case Study Of West Java Provincial Government) Sandhika, Aris; Novani, Santi
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2603

Abstract

SAPAWARGA is part of the Jabar Super Apps initiative that created to improve access to public services in West Java by integrating multiple government services into one platform. Despite its potential, SAPAWARGA faces several challenges. First, user acquisition remains below its market potential, with only 2.82 million registered users as of 2024, a number that falls short of its estimated reachable market of 4 million users. Second, user engagement is low, with only 10.23% of registered users actively using the platform weekly. These issues highlight a disconnect between the platform’s offerings and the needs of its target audience. This research seeks to address these gaps by adopting a Service Science approach. Frameworks like Value Co-Creation and Value Orchestration Platform (VOP) are applied to explore strategies for aligning the platform with user expectations. In addition, the Customer Empathy Map is used to gain deeper insights into users' perspectives and refine the features of the platform to better meet their needs. Using qualitative methods such as interviews with users and service providers, this study presents actionable recommendations to improve SAPAWARGA. The recommendations include improving the platform's service design, encouraging stronger collaboration among stakeholders, and optimizing resource integration. By addressing these issues, SAPAWARGA can evolve into a more engaging and impactful digital public service solution, and realize its potential to serve West Java’s digitally savvy population.
Inventory Management Of Gasoline Ron 92 And Gasoil 0,05% Sulphur With Monte Carlo Simulation Wibowo, Satriyo Hadi; Arvitrida , Niniet Indah
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2608

Abstract

Fuel (BBM) is a strategic commodity that plays a crucial role in supporting various economic sectors. PT XYZ, one of the fuel suppliers in Timor Leste, faces significant challenges in ensuring a stable and timely supply. Issues such as demand fluctuations, lead time uncertainty, and limited storage capacity often trigger stockout risks and additional operational costs such as demurrage. In 2023, PT XYZ recorded two stockout events and two potential demurrage occurrences, resulting in financial losses and missed sales opportunities. This study adopts a Monte Carlo simulation approach to model the variability of daily demand and lead time more realistically. Three inventory control methods are evaluated: the Min-Max method, the (s,Q) method, and the (s,S) method, across three demand scenarios: normal, +20% increase, and -15% decrease. Key performance indicators analyzed include Economic Order Quantity (EOQ), Safety Stock (SS), Reorder Point (ROP), total cost, and service level. The simulation was conducted over 851 days to reflect actual operational conditions. The results show that the Min-Max method performed best under the low-demand scenario, with the lowest total cost and no stockouts. The (s,Q) method provided the best balance between ordering frequency, operational cost, and service level in the normal demand scenario. Meanwhile, the (s,S) method demonstrated less efficient performance under the high-demand scenario due to higher stockouts and increased holding costs. These findings recommend adopting inventory control strategies that are adaptive to demand dynamics and consider storage capacity limitations to enhance PT XYZ’s fuel supply chain efficiency and resilience.
Analysis of Human-Computer Interaction Satisfaction on The Employee Information System at The Department of Education, Bogor Regency (Sakedik) Using The Eucs Method Hadiutama, Aryo Putra; Astary, Mahda Yulia; Wardhani, Ire Puspa
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2609

Abstract

The rapid advancement of information technology has encouraged government institutions to adopt electronic-based systems to enhance public service delivery. The Department of Education of Bogor Regency has developed the Personnel Information System (SAKEDIK) to streamline personnel data management. This study aims to evaluate user satisfaction with the SAKEDIK system using the End User Computing Satisfaction (EUCS) method, which assesses five dimensions: content, accuracy, format, ease of use, and timeliness. Data were gathered through questionnaires distributed to 97 respondents and analyzed using the Customer Satisfaction Index (CSI). The results show that overall user satisfaction falls within the "moderately satisfied" category. The information quality dimension received a "very satisfied" rating, while the system quality dimension was rated as "satisfied." These findings suggest that while the SAKEDIK system performs well in terms of content and accuracy, there is room for improvement in other areas, particularly in system usability and timeliness. This study provides insights that can guide future enhancements of the SAKEDIK system to improve user satisfaction and contribute to better public service management.
Recording of Marriage Agreements and Consequences for Third Parties Hartati, Endah; Humaira, Lauditta
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2610

Abstract

In recent years, the demand for Marriage Agreements has increased among couples planning to marry, as it allows them to regulate the property consequences of their marriage. The Marriage Law requires that these agreements be made prior to marriage; however, Constitutional Court Decision Number 69/PUU-XIII/2015 has opened the possibility of creating postnuptial agreements after marriage, a practice that has gained popularity. Despite this, a significant issue remains in the implementation of postnuptial agreements, particularly regarding the lack of regulation on publicity. This research explores the challenges surrounding the principle of publicity in Marriage Agreements and examines the implications of a third party's right to refuse the implementation of a postnuptial agreement. The study uses a normative legal research method, analyzing relevant legal texts and case law. The findings indicate that the absence of clear regulations on publicity leads to uncertainties about the enforceability and legal protection of postnuptial agreements, particularly in relation to third-party interests. This paper suggests that clearer legal provisions are needed to address the issue of publicity, ensuring better legal certainty and protection for all parties involved in postnuptial agreements.
Arca Durga Mahisasuramardini: Unveiling The Beauty and Myths Behind The Siwa Temple at Prambanan Thaariq Maulana, Muhamad; Ijas, Husni; Wibowo, Yohannes Mukti
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2612

Abstract

This article specifically discusses the Durga Mahisasuramardini statue, from its physical details to its connection with Roro Jonggrang in the interpretation of the community. The research methods used in this article are observation and literature study. Prambanan Temple is one of the largest Hindu temples ever built in Java. The temple was built in 850 AD by King Pikatan and perfected by King Lokapala and King Balitung Maha Sambu. Prambanan Temple is also often known as Roro Jonggrang Temple, which comes from the folk tale between Princess Roro Jonggrang and Bandung Bondowoso. Prambanan Temple has three main temples: Brahma Temple, Shiva Temple, and Vishnu Temple. Previous research has only discussed Prambanan Temple and the legend of Roro Jonggrang in the community's belief, but no research has specifically discussed the Durga Mahisasuramardini statue in Prambanan Temple and its connection to Roro Jonggrang. In this research, the focus is on the Shiva Temple, especially the Durga Mahisasuramardini statue in the north chamber of the temple. This Durga statue has interesting details, from the structure and patterns to the ornaments around it. In addition, there is also the story of Roro Jonggrang associated with this Durga statue.
The Impact of Pavement Condition Index on Life Cycle Cost of Tiom-Kuyawage and Tiom-Balingga Road Sections in Lanny Jaya Regency Wanimbo, Yaro; Bahtiar, Bahtiar; Julison, Bernathius; Rante, Harmonis; Rusim, Dewi Ana
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2614

Abstract

The Papua Mountains region has extreme geographical challenges that have an impact on the high need for road infrastructure maintenance. This study aims to analyze the relationship between the value of the Pavement Condition Index (PCI) and Life Cycle Cost (LCC), and to consider estimated inflation and net present value (NPV) as the basis for long-term budget planning. The study was conducted on the Tiom–Kuyawage (4.6 km) and Tiom–Balingga (2.7 km) roads in Lanny Jaya Regency. The PCI value in Tiom–Kuyawage has decreased significantly from 89.19 (2023) to 58.30 (2025), while Tiom–Balingga remains high at 87.44 (2025). The projected total maintenance cost for 20 years (2025–2045) shows a need of IDR 201.42 billion for Tiom–Kuyawage and IDR 122.62 billion for Tiom–Balingga. However, if calculated based on present value (NPV), assuming inflation of 3.09% and an interest rate of 5.04%, the actual need will be IDR 105.75 billion and IDR 64.58 billion, respectively. These findings suggest that the deterioration of road conditions (PCI) directly raises the cost of maintenance (LCC), and that the use of an NPV-based financial approach is important for budget efficiency. This study recommends a road maintenance strategy based on actual conditions, to be carried out periodically in the mountainous Papua region.
The Influence Of Road Geometry On The Central Government Policy For The Trans Papua Road Segment Iv Jayapura–Elelim–Wamena Rumagit, Mexan Andry; Bahtiar, Bahtiar; Rusim, Dewi Ana; Mujiati, Mujiati; Julison, Bernathius
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2615

Abstract

The Trans Papua road network spans 3,259.45 km, comprising 58.24% national roads (1,898.32 km) and 41.76% strategic roads (1,361.13 km). A specific issue arises on the Trans Papua Segment IV (Jayapura–Elelim–Wamena), where the geometric design of the road does not align with the standards set in the Ministry of Public Works and Housing Regulation No. 5 of 2023 regarding technical requirements for road design. This non-compliance poses risks of traffic accidents and impacts travel time, particularly for essential vehicles like fuel supply trucks, which cannot navigate certain segments due to the road's steep gradient (overgrade). This study aims to analyze the compliance of the geometric design on the Jayapura–Elelim–Wamena road segment with the established technical standards and its alignment with the central government's policy to enhance the local economy and ensure equitable pricing in mountainous regions. The research findings reveal that while road handling in Segment IV Jayapura–Elelim–Wamena has been managed by the BPJN Jayapura and BPJN Wamena, the existing geometric conditions do not meet the requirements of Permen PUPR No. 5 of 2023. The current policy focuses on maintaining the functionality of the road through preservation work packages rather than addressing the design deficiencies. This study underscores the need for more comprehensive upgrades to meet regulatory standards for safe and efficient road use.
A Study of the Water Resources Potential of the Sewan River in East Sarmi District, Sarmi Regency Maay, Gedrida Yacoba; Mujiati, Mujiati; Rante, Harmonis; Bahtiar, Bahtiar; Manalu, Janviter
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2616

Abstract

Access to clean water is a fundamental need for supporting healthier and cleaner living conditions, which is critical for achieving the Millennium Development Goals (MDGs). In East Sarmi District, Sarmi Regency, the community relies on surface water, groundwater, and untreated rainwater as primary sources of raw water. This study aims to evaluate the potential of these water sources to meet health standards and the community's future water needs. The research focuses on the condition of the Sewan River, a significant water source in East Sarmi District, and its capacity to fulfill the clean water demands. The study uses SWOT analysis to assess the potential of the Sewan River as a reliable source. The findings reveal that the required clean water in Sarmi District by 2043 is 1.46 liters/second, which is equivalent to 0.0016 m³/day. The Sewan River currently provides 198 liters/second, indicating that its water supply is more than sufficient to meet future needs. Furthermore, both the community and the local government support the development of water resources in the region. This research contributes to identifying sustainable water sources and offers recommendations for improving water management in East Sarmi District to meet health standards and enhance the quality of life.
The Effect of Using Wooden Pile and Cast Concrete Reinforcement on Soft Soil Settlement in Graha Lentera Holtekamp Housing, Jayapura, Papua Korwa, Frans Denny; Karnitullah, Duha Awaludin; Mujiati, Mujiati; Bahtiar, Bahtiar; Julison, Bernathius
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2617

Abstract

Low shear strength will result in low bearing capacity and large (Settlement), even excessive settlement, and the compressibility of the soil will affect the shrinkage of the soil due to the influence of the groundwater level that occurs and will affect the stability of the buildings on it. soil stability through soil improvement techniques and soil reinforcement techniques. Soil improvement techniques are soil stability measures by improving the original soil characteristics, until they meet the technical requirements required by construction, such as increasing the bearing capacity and shear strength of the soil, decreasing soil compressibility, increasing or decreasing soil permeability, and so on. In this study, it was applied to unreinforced soil with a bearing capacity of 950.00 kPa with a qijin of 380.00 kN and with a decrease of 1.861 mm or 4.0%. Soil with reinforcement has a better carrying capacity compared to soil without reinforcement, so that soil with reinforcement gets greater load behavior, from the experiment with reinforcement of wooden piles (CK 8 I) gets a maximum load of 25.10 kN with a decrease of 5.90 mm or 11.80%. The maximum load acting on the ultimate unreinforced (pu) soil on the original soil is 13.68 kN with a qijin carrying capacity of 380.00 kN. Soil with wood pile reinforcement maximum working load of 25.10 kN with a drop of 5.90 mm or 11.80 %. Soil with reinforced cast-concrete maximum working load of 23.50 kN with a drop of 4.50 mm or 9.00 %.
The Effect of Soft Soil Reinforcement Using Gravel Columns and Used Tire Columns in the Graha Lentera Holtekam Residential Area Wandan, Hendra Sakti Muslimin Ali; Kurniatullah, Duha Awaluddin; Mujiati, Mujiati; Bahtiar, Bahtiar; Julison , Bernathius
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2618

Abstract

The opening of new land to be used as a location for housing development (KPR) or Shop Houses (Ruko) as residential and business places that may technically not meet the requirements and standards for erecting a construction building in the area, let alone on a mass basis. Because the potential for construction failures is very prone to occur, such as land subsidence (Settlement). These factors must be found to increase the carrying capacity of the land so that it can meet the requirements to erect a construction building that is safe, economical and at the same time the life of the building can be longer. Based on the description mentioned above, the researcher is interested in modeling carried out in the engineering laboratory of Cenderawasih University with sakla 1; 50, this research was carried out there are three types, namely soil without reinforcement, soil with a 6 cm diameter gravel column reinforcement with a depth variation of 4 cm and 8 cm, and soil with a 6 cm diameter used tire column with a depth variation of 4 cm and 6 cm. This test is carried out by applying pressure or load in a vertical direction, The tool used is in the form of a hydraulic jack by paying attention to the load reading dial and the drop reading dial until the reading is fixed or the drop dial does not show any further decline. Based on the results of the analysis of this study, it was obtained that: The test was applied on soil without reinforcement obtaining an ultimate load of 950.00 kpa with a qijin of 380.00 kpa, soil with the reinforcement of gravel columns with the greatest carrying capacity of 1,849 Kpa with a qijin of 739.444 kN or producing a carrying capacity 95% greater than the soil without reinforcement.

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