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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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EVALUATION OF TECHNOLOGY AND ENGINEERING VOCATIONAL SCHOOL STUDENTS IMPLEMENTATION: SYSTEMIC LITERATURE REVIEW Endah Sri Wahyuni; Riyan Arthur; Soeprijanto
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 3 (2023): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v12i3.37470

Abstract

Implementation of Field Work Practice (FWP) for Vocational High School (VHS) students is one of the programs planned as a means for students to improve competence in both soft skills and hard skills, besides that by carrying out FWP students get learning and training bythe world of work. Every student supervisor or teacher has difficulty evaluating the results of street vendors, due to the lack of references obtained by student supervisors in implementing the street vendors program at VHS. This study aims to identify and analyze various approaches and evaluation models that have been used in the implementation of street vendors in VHS students. This research method uses a systematic literature review (SLR) with a descriptive explanatory type of research to gain a comprehensive understanding of the evaluation of the street vendors program implementation. This study found 50 articles on the topic of street vendors from various disciplines, but 15 research articles that were appropriate to the topic of Technology and Engineering came from various literary sources or based on the database found on Google Scholar. This study produced three evaluation models, namely the Context, Input, Process, and Product (CIPP) model with 15 articles, the discrepancy model with 3 articles, and the goal-oriented model with 2 articles. The contribution of this research is expected to increase understanding of the evaluation of the implementation of the street vendors program for VHS students and to lay a strong basis for the development of better evaluations in the future.
Evaluasi Karakteristik Kekuatan Tanah yang Distabilisasi dengan Fly Ash Himatul Farichah; Dio Alif Hutama; Dian Purnamawati Solin
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 3 (2023): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v12i3.37489

Abstract

High domestic consumption of coal, especially in energy sector, has raised concerns on several environmental issues in Indonesia. Large amount of coal combustion product in the form of solid waste, such as fly ash resulting from coal power plant production causes problems in its disposal since its necessity of land occupancy. Over the last decade, many researchers have put effort to solve this disposal concerns by utilizing these materials for various purposes, such as construction materials as part of circular economy. This paper presents the utilization of fly ash for soil stabilization in Surabaya. Firstly, the index properties of soil samples were determined through a series of laboratory soil test including specific gravity, unit weight, moisture content, sieve analysis and Atterberg’s limit tests. Subsequently, standard proctor test was conducted to obtain the maximum dry density and optimum moisture content of the soil samples. Using those parameters, four types of soil stabilized with fly ash samples were prepared with fly ash content based on weight of soil as follows: 0%, 5%, 10%, and 15%. Finally, unconfined compression tests were performed with cylindrical soil samples to assess the unconfined compressive strength of those samples. The results indicate that soil with fly ash content of 10% showing the highest unconfined compressive strength compared to the other variations of 0.90 kg/cm2.
PENGEMBANGAN BAHAN AJAR VIRTUAL REALITY MATA KULIAH PRAKTIK BAHAN BANGUNAN BERBASIS KEBUTUHAN INDUSTRI ERA SOCIETY 5.0 Liana Atika; Dwiki Muda Yulanto; Siti Ulgari
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 3 (2023): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v12i3.37545

Abstract

This research aims to create a collaborative and participatory classroom atmosphere in the use of technology in the world of Education. The era of Society 5.0 makes educators minimize their role as Learning material providers to become educators as an inspiration for the growth of student creativity. This study examines the validity and effectiveness of virtual reality teaching materials for building materials practice courses based on the needs of industry Society 5.0. This research used a research and development (R&D) approach with the ADDIE development model (Analyze et al., Evaluation). This study resulted in media feasibility from several experts where the learning design score was 3.85, learning material expert 3.77, media design expert 3.86; and the increase in student learning outcomes using media with an average pretest score of 41.12 and an average post-test of 74.80 seen from these values, the learning outcomes of students in building materials practice courses using virtual reality media increased by 33.68 or 87.77%.
ANALISIS KINERJA BANGUNAN KETIDAKBERATURAN HORIZONTAL BERDASARKAN METODE RESPONS SPEKTRUM DAN TIME HISTORY (STUDI KASUS: GEDUNG SIMPANG TEMU MRT DUKUH ATAS JAKARTA) Steffy Catharina Rebeccha Simbolon; Sudarno P. Tampubolon; Agnes Sri Mulyani
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 3 (2023): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v12i3.37850

Abstract

Indonesia is geographically located in the Pacific Ring of Fire, Especially on Java Island, which has the densest infrastructure and population and is located between the Indo-Australian plate and the Eurasian plate, causing this area to have many active volcanoes and has a high potential for earthquakes. Therefore, it is necessary to pay the planned earthquake load in planning the building structure design to minimize losses due to the earthquake. This study aims to determine the structure's performance against safeguards, deviations between levels, and structural stability limits against earthquake loads and to review horizontal structural irregularities based on SNI 1726: 2019 regulations in existing buildings at the Simpang Temu MRT Dukuh Atas Jakarta Building. The analysis process was carried out by 3D building modeling using the ETABS software program, analysis based on time history and spectrum response. Time History analysis uses recorded earthquakes of Kobe Japan, ChiChi Taiwan, and El Centro which match the earthquake response spectrum, the results of the analysis based on the program were carried out to compare the two methods used. Based on the results of the analysis, the building is classified into horizontal irregularities with excessive torque ratio > 1.4, average displacement value from the 2nd to 12th floor in the horizontal direction X exceeds the drift value limit. The results of the instability limit for structural stability against displacement based on the P-Delta effect still meet the structural stability limits so it can be stated that the structure is stable and safe.
PERFORMANCE OF MASONRY BRICK WITH CALCIUM HYDROXIDE AS MORTAR Darmono Darmono; Faqih Ma’arif; Slamet Widodo; Maris Setyo Nugroho
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 3 (2023): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v12i3.37905

Abstract

This study aims to determine the shear strength and flexural strength of red brick masonry, determine the effective thickness of calcium hydroxide mortar with a mixture ratio of 1Kp:2Ps, and determine the failure pattern of red brick masonry due to the load received during the direct shear strength test and flexural strength test. The research was conducted by experimental method. The tests carried out were the direct shear and flexural strength tests. Variation of successive mortar thickness of 10mm, 15mm, and 20mm. The test object is 18 (eighteen), the thickness variation consists of 3 test objects. Data analysis used descriptive quantitative by finding the average value of the shear strength and flexural strength. Based on the test results, the average compressive strength and splitting tensile strength of the mortar were 0.613 MPa, 0.0414 MPa. The average shear strength with a 10mm; 15mm; and 20mm is 0.025 MPa; 0.020 MPa; and 0.016 MPa, respectively. The flexural strength of mortar thickness with 10mm, 15mm, and 20mm are 0.034 MPa; 0.045 MPa; and 0.041 MPa, , respectively. In the masonry shear test, the effective thickness of the mortar was found at 10mm with a maximum shear strength of 0.025 MPa, while in the flexural test, the effective thickness of the mortar was found at a thickness of 15mm with 0.045 MPa. The pattern of failure in red masonry's shear strength and flexural strength tests is the mortar failure.
Front Matter Jpensil Volume 12 Issue 3, September 2023 Editor Jpensil
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 3 (2023): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v12i3.39160

Abstract

Back Matter Jpensil Volume 12 Issue 3, September 2023 Editor Jpensil
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 3 (2023): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v12i3.39161

Abstract

HIERARCHICAL TWO-WAY SENSITIVITY ANALYSIS IN DIVERSE BENEFIT SCENARIO OF MATENGGENG DAM FEASIBILITY Andreas F. V. Roy; Tan Leonardo Yonathan
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 13 No. 1 (2024): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v13i1.37725

Abstract

The Indonesian government formulated plans for the construction of the Matenggeng Dam, aiming to enhance local agricultural productivity. This dam will store water from the Cijolang River, a tributary of the Citanduy River. The construction of Matenggeng Dam encompasses option of municipal water enhancement and four normal water levels: 190m, 194m, 197m, and 199m. According to the hydrology, social-economic, and dam structure design reports, each option entails distinct benefits and costs. The report informed dam’s agriculture potential benefit, land use, and cost by each water level option. To assess the project's viability, an economic analysis and hierarchical two-way sensitivity analysis has been conducted to examine the impact of water level variations on the economic evaluation outcomes. Results obtained at a discount rate of 10.08% indicate that 194m and 197m water level options exhibit positive NPV, IRR greater than the interest rate, PBP less than 50 years, and a BCR exceeding 1. While both options demonstrate feasibility, the 194m appears more favorable. Despite the 197m water level presenting a slightly higher IRR by 0.02%, respectively, it incurs a cost deviation of IDR 100 billion. However, the 194m water level emerges as a more enticing choice due to its lower cost implications.
DURABILITY OF ASPHALT CONCRETE MIXTURE (AC-WC) USING CRUMB RUBBER WASTE AS AN ADDITIONAL MATERIAL AND PALM FRUIT ASH AS FILLER Benny Hamdi Rhoma Putra; Alfian Malik; Ermi Hidayati; Rizqy Ridho Prakasa; Elianora Elianora
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 13 No. 1 (2024): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v13i1.37742

Abstract

The mixture of road pavement layers that is commonly used in Indonesia is a mixture of Asphalt Concrete (AC-WC). Addition of wastecrumb rubber (crumb rubber) in asphalt concrete mixture is a solution for highway planning and reducing waste pollutioncrumb rubber (crumb rubber) produced from a rubber tire factory. The purpose of this research is to determine the maximum percentage addition crumb rubber (crumb rubber) in the AC-WC mixture withfiller palm fruit bunch ash and to determine the residual strength index (RSI) value of the mixture which has a durability value that meets the requirements of General Specifications for Highways 2018 Revision 2. This study uses bitumen content with the percentage of mixed wastecrumb rubber used in the determination of OAC of 0%, 3%, and 6% by weight of asphalt andfiller palm fruit bunch ash 4% by weight of one AC-WC sample. The results of this study indicate testing marshall on variations crumb rubber 0% (without crumb rubber) as a normal mixture and 3% has met the specifications while the 6% variation does not. Maximum test results on the combination crumb rubber 3% resulted in the highest stability value of 1,028.85 kg at 0.5 hour immersion. The results of the durability test showed that the RSI value with a variation of 0% and 3% only fulfilled the 3 hour immersion time.
STUDY ON IMPLEMENTATION OF CONSTRUCTION WASTE MANAGEMENT IN MINIMIZING CONSTRUCTION MATERIAL WASTE Haryo Aji Kurniawan; Fajar Susilowati; Ria Miftakhul Jannah
Jurnal Pensil : Pendidikan Teknik Sipil Vol. 13 No. 1 (2024): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jpensil.v13i1.37863

Abstract

The implementation of a building construction project is unavoidable from the emergence of waste material. Construction material waste is defined as something that is over what is required. This study intends to find the application of construction waste management in building construction projects to minimize the waste material. Data was collected using observation, interviews, and distributing questionnaires to 4 building project parties in Central Java using a random sampling method. Data analysis was carried out by descriptive analysis to determine the type and cause of the highest waste material and supported by regression and correlation analysis to assess the application of ways to minimize waste material. The results of data analysis show that the most types of waste material are formwork wood, reinforcing steel, concrete, and cement. The factor causing waste material that most often occurs is the design change factor that comes from the design phase. Based on the analysis, the effort to minimize waste material that is the most influential on it is improving the quality of tool and material management by providing training to construction personnel related to materials construction used

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