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Jurnal Pensil : Pendidikan Teknik Sipil
Published by Universitas Negeri Jakarta
ISSN : 23018437     EISSN : 26231085     DOI : https://doi.org/10.21009/PenSil
Core Subject : Education, Engineering,
Civil Engineering, Building, Construction & Architecture Education Other
In general, the Jurnal Pensil : Pendidikan Teknik Sipil accepts manuscripts with the themes: Education Strategy and Management, Industrial Relations, and Civil and Structural Engineering. Jurnal Pensil : Pendidikan Teknik Sipil is intended for all academics in Civil Engineering Vocational Education. The presence of the Jurnal Pensil : Pendidikan Teknik Sipil is expected to contribute to the scientific development of educational and vocational technology in civil engineering. The scope of the Jurnal Pensil : Pendidikan Teknik Sipil includes the results of quantitative, qualitative research, experiments, surveys, development, competence, construction management, and scientific studies in the form of literature studies that aim to improve quality and build innovation in technological and vocational education in the field of Civil Engineering. The focus in the Pencil Journal includes: Media and Civil Engineering Learning Materials Civil Engineering Curriculum and Learning Methods Civil Engineering Education and Training Management Civil Engineering Learning Strategies Civil Engineering Education Financing Competence and Work in the Civil Engineering Sector, and Development of Civil Engineering Education and Training
Arjuna Subject : Ilmu Sosial - Pendidikan
Articles 309 Documents
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REVIEW STUDY OF FOUNDATION STRUCTURE OF BELAWAN MEDAN CRANE ELECTRIFICATION SUBSTATION BUILDING REGARDING BEARING CAPACITY AND SETTLEMENT Pujo Priyono; Arief Alihudien; Haykal Fiendyo
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 3 (2025): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v14i3.59104

Abstract

This study aims to evaluate the foundation structure of the Crane Electrification Substation building in Belawan, Medan, against the soil bearing capacity and foundation settlement. The study was conducted through literature studies, field surveys, and structural analysis using SAP2000 software. The evaluation includes the pile bearing capacity, pile group efficiency, and analysis of single and group pile settlement. The results of the analysis show that the pile cap configuration with 8 piles provides the best performance with a total settlement of 65 mm, still within the tolerance limit as an "isolated foundation". While the configuration with 6 piles shows a settlement of 84 mm, which exceeds the limit without tie beams, but is still acceptable if the foundation is considered a "raft" system with tie beam support. This study emphasizes the importance of choosing the right foundation configuration to ensure the stability and safety of the structure.
A COMPARATIVE STUDY OF PUBLIC BUILDING MAINTENANCE STRATEGIES USING MULTI-CRITERIA METHODS BASED ON CONDITION AND FUNCTION Widsri Lai Lai Palamba; Hans Dermawan; Jureine Queenmita Caerens Lolowang; Virginia Nathaniela; Nathanael; Christohodos Evert Willijhon Marlissa
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 3 (2025): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v14i3.59150

Abstract

Public buildings serve vital functions in supporting community services, yet they often experience quality degradation due to aging, weather conditions, and limited maintenance budgets. This study aims to conduct a comparative analysis of four public building maintenance case studies, each with different functions: administrative and educational dormitory buildings, traditional markets, churches, and elementary schools. The methods employed involve various Multi-Criteria Decision Making (MCDM) approaches. The comparative findings reveal that each method yields specific and adaptive outcomes tailored to the functional characteristics of the four public building types. The key findings indicate that maintenance planning based on priority and actual damage leads to more targeted outcomes, and highlight the need for a multidimensional approach in public building maintenance policy.
DIGITAL TRANSFORMATION IN CAREER GUIDANCE SERVICES: A SYSTEMATIC LITERATURE REVIEW Sudjani; Wawan Eko Putra
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 3 (2025): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v14i3.59152

Abstract

Digital transformation in career guidance services is becoming increasingly important along with dynamic changes in the work landscape, digitalisation of industries, and more complex career readiness demands in the digital era. Despite the increasing use of technology in career guidance, there is still a gap in the systematic understanding of effective digital transformation models and how the role of career counsellors changes in the digital context. This Systematic Literature Review (SLR) used the PRISMA methodology to analyse the current literature on digital transformation in career guidance. A systematic search was conducted on the Scopus database with predefined keywords, resulting in 67 records which were then filtered into 7 high-quality articles published between 2019-2025. Findings show that digital transformation significantly improves the effectiveness of career guidance services through increased accessibility, personalisation of AI-based services, and the use of digital platforms. Four main models were identified: Cloud-based Career and Educational Guidance System (CEGS), integrated digital platforms, hybrid systems, and AI/machine learning-based systems. The role of career counsellors evolved from traditional information providers to digital facilitators requiring technological competence.
PROJECT DURATION FORECASTING METHODS USING EVM AND ESM FOR A DOUBLE-TRACK RAILWAY PROJECT IN COMPARISON Elok Dewi Widowati; Andyska Maya Resita
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 3 (2025): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v14i3.59154

Abstract

The growing complexity of infrastructure projects, such as railway construction, necessitates precise tools to monitor progress and accurately predict completion times. Traditional methods often fail to capture real-time schedule dynamics, resulting in ineffective project management. This study employs earned value management (EVM) and earned schedule (ES) to predict the project duration for a double-track railway initiative. Performance metrics for scheduling, such as SPI and SPI(t), as well as forecasting tools, including EAC(t), IEAC, and IEAC(t), were analyzed over 28 weeks. The results demonstrate that SPI(t)-based methods offer more stable and realistic duration forecasts than conventional SPI-based approaches, particularly during periods of poor performance. IEAC values fluctuated sharply during the project's early and middle stages, exceeding 800 days, while IEAC(t) remained consistent, aligning closely with actual progress. After the implementation of contract addenda in Weeks 21 and 27, both indicators improved significantly. SPI and SPI(t) exceeded 1.0, and the forecasted completion date aligned closely with the original plan. The study concludes that the ES method improves schedule forecasting accuracy and provides better insight into project performance trends.
ANALISIS PENGARUH PENAMPANG FONDASI TERHADAP DAYA DUKUNG DAN PENURUNAN FONDASI TIANG PANCANG BANGUNAN SCADA Raihanah Naura Jinan; Rena Misliniyati; Khairul Amri; Muharram Nur Fikri; Fepy Supriani
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 3 (2025): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v14i3.59178

Abstract

Bengkulu is an area with the potential risk of the Mentawai Pagai Megathrust subduction earthquake; it is necessary to evaluate the bearing capacity and foundation settlement of the building. This study aims to analyse the influence of variations in dimensions and cross-sectional shapes on the bearing capacity and foundation settlement of the Scada building using the Poulos and Davis method, the Reese and Wright method, the Luciano Decourt method, and the finite element method. Based on the results of the Standard Penetration Test (SPT), the influence of variations in shape, namely square and circular, with dimensions of 300 mm, 400 mm, and 500 mm, as well as depths of 7m, 9m, 11m, and 13m, affects the bearing capacity and foundation settlement. The analysis was conducted by comparing the bearing capacity and settlement of pile foundations in the Scada building using various methods. The analysis results show that the bearing capacity, deflection magnitude, and smallest settlement are below the permitted settlement limit, i.e., less than 10% of the foundation dimensions. The comparison between static and numerical methods, or the Bearing Capacity Ratio (BCR) approaching 1, is more efficient and safer to use. In this analysis, the BCR value closest to 1 was obtained for a 500 mm foundation using the Reese and Wright method at a depth of 9 m, yielding a bearing capacity of 312.04 tonnes for a single pile and 207.69 tonnes for a pile group.
STUDY OF STRUCTURAL IRREGULARITIES ON BUILDING PERFORMANCE IN HIGH SEISMIC RISK AREAS Cadas Bayanaka; Usman Wijaya; Dimas Prasasti Renandhito; Liana Herlina; Ade Okvianti Irlan
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 15 No. 1 (2026): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v15i1.59268

Abstract

Structural irregularities significantly affect the seismic performance of buildings, especially in high-risk earthquake zones. This study aims to analyse the influence of plan and vertical irregularities on structural response parameters, including lateral forces, shear forces, overturning moments, inter-story drifts, and fundamental periods. The object of study is a ten-story U-shaped reinforced concrete office building, modelled using ETABS software. Two structural systems are compared: the Special Moment Resisting Frame (SMRF) and the Dual System (a combination of SMRF and shear walls). The analysis follows the linear response spectrum method based on the Indonesian seismic code SNI 1726:2019. The results indicate that structural irregularities increase the concentration of internal forces and displacements in critical structural components, raising the potential for localized failure. The Dual System demonstrates better performance in controlling deformation and distributing seismic loads more evenly compared to the SMRF system is 20 percent. These findings highlight the importance of selecting an appropriate structural system and accounting for irregularities early in the design process to enhance seismic resilience.
Pengembangan Pengembangan LKPD Berbasis Project-Based Learning Berorientasi STEM pada Materi Gambar Teknik Arsitektur 2D untuk Siswa Kelas XI SMK Afrizal Reynaldi; Imam Alfianto; Muhammad Aris Ichwanto; Fadila Fitria Wulandari
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 15 No. 1 (2026): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v15i1.60183

Abstract

There has to be a steady supply of skilled workers, particularly in the field of vocational education, if science and technology are to keep up with the current rate of advancement. Limited learning facilities and an inadequate teaching staff are only two of the many problems that vocational education in Indonesia continues to confront. The purpose of this research is to use the Project-Based Learning (PjBL) approach to create STEM-focused Student Worksheets for the Building Information and Modeling Design (DPIB) course at technical institutions, with a focus on two-dimensional (2D) architectural drawing. Analysis, design, development, implementation, and evaluation are the steps that make up the ADDIE development model, which was used as the research technique in this study. Thirty students from the eleventh grade at SMK Negeri 11 Malang participated in the study. Questionnaires on students' learning requirements, validation sheets from experts, and readability exams administered to students were all used to gather data. Descriptive quantitative methods were used for data analysis. With an average expert validation score of 90.20% and a student readability score of 88.34%, the created worksheets were deemed extremely valid and intelligible, according to the findings. These results show that the worksheets improve students' knowledge and abilities in architectural drawing as measured by industry standards. Thus, STEM-focused PjBL-based worksheets constitute a viable and efficient medium for vocational education instruction.
KAJIAN KORELASI NILAI BERAT JENIS TERHADAP KUAT TEKAN BATU BATA KONVENSIONAL, BATU BATA DENGAN CAMPURAN ABU AKASIA DAN BATU BATA ABU LAS KARBIT Marlia Adriana; Norminawati Dewi; Budi Kurniawan; Intan Safitri; Tekad Budiantoro
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 15 No. 1 (2026): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v15i1.61099

Abstract

This study aims to analyze the correlation between specific gravity and compressive strength of conventional bricks and those mixed with acacia wood ash and carbide lime ash as environmentally friendly additives. The research program involved preparing brick specimens with a composition of 85% clay and 15% additive, combined with water contents of 20 ml, 25 ml, and 35 ml. The specimens were molded, air-dried for 7 and 14 days, and subsequently tested for specific gravity and compressive strength. The results indicate that bricks incorporating acacia wood ash exhibited the highest specific gravity and compressive strength compared to conventional bricks and bricks mixed with carbide welding ash. The maximum specific gravity of 5.967 g/cm³ and the highest compressive strength of 12.603 MPa were achieved by acacia ash bricks at 14 days of curing. A positive correlation was observed between specific gravity and compressive strength, indicating that increased density significantly enhances mechanical performance. A positive correlation between density and compressive strength suggests that higher density is associated with greater mechanical strength. This study demonstrates the potential of using acacia ash waste as a filler to enhance brick strength without requiring combustion. The application of acacia ash not only enhances mechanical properties but also reduces energy consumption and production time, supporting the development of sustainable and environmentally friendly brick manufacturing technologies.
ARTIFICIAL INTELLIGENCE IN BUILDING CONDITION MONITORING FOR MAINTENANCE AND RESILIENCE ENHANCEMENT: A BIBLIOMETRIC REVIEW OF THE LAST DECADE Meisy Ariani; Ahmad Zaki; Guntur Nugroho
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 15 No. 1 (2026): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v15i1.61201

Abstract

In past years, a variety of methods for monitoring the condition of concrete structures have been researched and widely used, including the application of artificial intelligence (AI). AI is increasingly popular in building monitoring and has shown excellent progress over time. This article provides a detailed bibliometric and scientometric overview of  “Artificial Intelligence in Building Condition Monitoring” using data from Scopus over the last decade (2014–2024), supported by VOS Viewer software. This analysis found 222 relevant documents, which were mostly journal articles, with the most publications appearing in 2022. America and China are the countries that contribute the most to this field of research. The visualization results reveal five clusters related to AI applications in building condition monitoring, with the main topics being “condition monitoring” and “machine learning.” Research trends show an increasing focus on integrating AI with other advanced technologies to improve monitoring systems and apply these innovations in various types of buildings.
FINANCIAL CRITICAL SUCCESS FACTOR OF PSN SPAM PROJECT MANAGEMENT, REGIONAL JATILUHUR PHASE 1 Andre Tampubolon; Darmawan Pontan
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 15 No. 1 (2026): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v15i1.61352

Abstract

Research analyzing Non-Technical Critical Success Factors, especially those related to finance, has not been widely conducted in the field of construction management in developing countries such as Indonesia. This study aims to describe the financial critical success factors of the Jatiluhur Regional SPAM PSN Project Management Phase 1 and to analyze which factors are most dominant. The current study only focuses on the financial aspects of the project CSFs, namely Project Related Factors, Business and Work Environment Related Factors, Client Related Factors, and Project Management Factors. Primary research data were collected through an AHP questionnaire distributed to 5 key informants. The results of the analysis of the financial critical success factors of the Jatiluhur Regional SPAM PSN Project Management Phase 1 show that project-related factors have the highest weight (0.588), followed by client-related factors (0.175), the next factor is project management factors (0.133), land transfer pricing (0.070), and finally business and work environment-related factors. The results of the weighting analysis of the financial critical success factor sub-factors of the Jatiluhur Regional SPAM PSN Project Management Phase 1 showed that the project capital composition sub-factor ranked first in terms of overall importance of the CSF sub-factors of the Jatiluhur Regional SPAM PSN Project Management Phase 1, with a weighting of 0.270 (27%).

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