cover
Contact Name
M. Agphin Ramadhan
Contact Email
agphin@unj.ac.id
Phone
+628978977969
Journal Mail Official
jurnalpensil@unj.ac.id
Editorial Address
LPPM UNJ, Gedung Ki Hajar Dewantara Lt.6-7, Jalan Rawamangun Muka, Jakarta Timur, Provinsi DKI Jakarta
Location
Kota adm. jakarta timur,
Dki jakarta
INDONESIA
Jurnal Pensil : Pendidikan Teknik Sipil
ISSN : 23018437     EISSN : 26231085     DOI : https://doi.org/10.21009/PenSil
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
Articles 309 Documents
KOMPOSISI UNSUR KIMIA PADA ABU AMPAS TEBU DENGAN VARIASI SUHU PEMBAKARAN AKHIR Anisah; Lucas Letournel; Aulia Mufti Salsabila; Yusrina Luthfiana; Nurul Anisa
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 2 (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.v12i2.34855

Abstract

Cement production worldwide contributes at least a 9% increase in CO2 emissions. Industrial or agricultural waste can cause serious problems for the environment. One of the wastes that can be used as SCM from agricultural waste is sugar cane. This research was conducted to determine the content of chemical elements contained in bagasse ash which is suspected to have chemical content similarities with cement. This study uses an experimental method, with the type of pre-experiment research which has a one shot study case type research scheme. The results indicated that bagasse ash with a final combustion temperature of 600C had the highest silicon content compared to bagasse ash with a final firing temperature of 500C and 700C. The analysis results indicate that with a relatively high percentage of silicon, bagasse ash with a combustion temperature of 600C can be used as an additive or cement substitute.
DEVELOPMENT OF ENRICHED VIRTUAL CLASSROOM WITH PEDATI IN CONSTRUCTION COST ESTIMATE COURSE Riza Nur Dwi Lutfiana; Dika Arya Yasa; Eveline Siregar
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 2 (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.v12i2.34941

Abstract

This study aims to develop designs and learning products for the Enriched Virtual Classroom using PEDATI in building construction planning. Enriched Virtual Classroom belongs to blended learning. This learning model is one of the models where the learning process is played with technology and face-to-face learning is only an additional supplement if needed. The development procedure uses the ADDIE model which is integrated with the PEDATI model at the learning design preparation stage. The components and indicators for the expert review of the instrument were prepared based on the standard components and indicators of the "Network-Based Learning Evaluation Instrument" developed by Hadiansyah, et al. in 2018. Instruments will be given to learning design experts in terms of five aspects, namely subject identity, clarity of learning objectives, the relevance of learning strategies to learning objectives, the relevance of evaluation to learning objectives as well as language and communication. The results of the evaluation use the scoring from the expert review by using proportions. The percentages obtained were 94.78% from instructional design experts, 95.71% from media experts, and 90.83% from instructional design experts.
Front Matter Jpensil Volume 12 Issue 2, May 2023 Editor Jpensil
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 2 (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.v12i2.35781

Abstract

Back Matter Jpensil Volume 12 Issue 2, May 2023 Editor Jpensil
Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 2 (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.v12i2.35782

Abstract

STUDI PEMODELAN VARIASI DIMENSI PILAR TERHADAP GEOMORFOLOGI SUNGAI Iman Muhardiono
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.v12i3.32680

Abstract

The behavior of river flow patterns on the condition of the pillar dimensions can affect the geomorphology conditions of the river, namely the unbalanced local scouring between sediment transport and sediment supply so that it will affect the strength of the pillar. This study aims to study the effect of pillar dimensions on scour depth and channel base changes in the pillar area. The method of observation was carried out by simulations using Nays2DH with the same parameters for each test of each dimension with discharge (Q) = 0.5 m3/s, sediment diameter (D50) = 0.35 mm, channel width (B) = 5 m, channel length (L) = 25 m, slope (i) = 0.005 and drainage time (t) = 7200 s. The simulation results show the basic scour pattern of the channel which has the smallest value, the diamond type pillar. Degradation - Basic channel agitation on diamond type pillars, showing a pattern that tends to be evenly distributed compared to semi rounded, rectangle, or octagonal types. Period (t) 7200 s downstream of the pillar, semi rounded type scours change <0.3 m, rectangle type scours changes <0.4 m, octagonal type scours changes <0.4 m, and diamond type scours changes <0.2 m. So the dimensions of the diamond type are more effective in reducing the depth of scour.
INFRASTRUCTURE FACILITY NEEDS ANALYSIS CITY PARK IN THE NEW NORMAL ERA Hargianti, Mita; Nasution, Nasution; Hidayat, Husnul
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.v12i3.34760

Abstract

City parks are again crowded with people after COVID-19 to play, exercise and recreation, and Adipura Muara Enim Park is no exception. The Covid-19 pandemic is not certain to end. For this reason, the facilities available in city parks in the new normal era need to be conditioned so that they can provide optimal services and can support the government's efforts in handling COVID-19. The aim of the research is to analyze the need for infrastructure facilities and get the "level of service" (LOS). The research used a descriptive survey data collection method in the form of observing physical settings, functional aspects and similar research theories and then distributing questionnaires with several variables, namely the level of service facilities, level of activity level, significance and level of ease of achievement. Attitudes were assessed using a Likert scale and the "level of service" (LOS) analysis method. The results showed that the level of service at Adipura Muara Enim Park was F (< 5), that is, there was an accumulation of user activity due to the uneven distribution of facilities. It is necessary to add and adjust the facility design to meet the new normal criteria, including: the addition of an outdoor gym, guard post, information media boards, hand washing facilities, body temperature measuring device, pavement material pattern as a spacer, single seats, vegetation as a barrier between facility.
FLY ASH AND SILICA FUME SUBSTITUTION ON COMPRESSIVE STRENGTH AND PERMEABILITY OF CONCRETE IN THE MARINE ENVIRONMENT Ignatius Sudarsono; S. Imam Wahyudi; Henny Pratiwi Adi
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.v12i3.34971

Abstract

Cement, as a concrete-forming material, is a contributor to CO2 emissions in the world. Reducing cement and substituting fly ash and silica fume as concrete substitution materials in the manufacture of concrete makes green concrete without lowering the quality of the concrete. Concrete in the marine environment is frequently destroyed by severe environmental elements, such as seawater penetration; hence, high-performance concrete materials are required. This research aims to analyze the effect of adding fly ash and silica fume on concrete compressive strength and permeability. The specimens made were then immersed in freshwater and seawater. Analysis of the compressive strength test result shows that the compressive strength values ​​for the samples treated with freshwater or seawater have exceeded the expected compressive strength of 30 MPa. The permeability test on the test object resulted in the supplementary fly ash to the concrete immersed in freshwater having a good value, i.e., the water penetration was below that required by DIN-1045, namely 5 cm. The penetration of concrete with fly ash impressed in seawater is good only in concrete with a 10% fly ash variation. The water penetration value still meets the requirements in concrete with silica fume for all variations with freshwater and seawater treatment.
THE EFFECTIVENESS OF THE REHABILITATION AND RECONSTRUCTION PROGRAM FOR POST-EARTHQUAKE COMMUNITY HOUSES IN NORTH LOMBOK REGENCY IN 2018 Ilhamius Hamit; Ashar Saputra; M. Fauzie Siswanto
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.v12i3.35114

Abstract

Data published by the Government of Nusa Tenggara Barat Province in 2021, the progress of earthquake-resistant house construction in Lombok Utara Regency until July 9th, 2022, has completed 41,750 heavily damaged houses, 1,029 moderately damaged houses and 298 lightly damaged. From the data, there are still 9,040 houses whose physical progress is still in the implementation stage. This research aims to determine the effectiveness of rehabilitating and reconstructing the community houses post-Lombok Earthquake in 2018. The research method used in this research is a descriptive quantitative method with a purposive sampling technique. The research variables were taken from Perka BNPB No. 11 Tahun 2008 and adjusted with existing research objectives. The variables were Program Readiness, Program Planning, Program Implementation, and Program Monitoring and Evaluation. The sample in this research was 100 respondents from the earthquake-affected Lombok 2018 community who received earthquake-resistant house assistance and facilitators who assisted in the housing construction. Data collection in this research was conducted in Lombok Utara Regency through questionnaires, observations, and interviews. The data analysis used in this research was using the Likert scale. The research results show that the Post Disaster Community House Rehabilitation and Reconstruction Program in Lombok Utara Regency 2018 has run quite effectively. The average analysis of effectiveness using the Likert scale yields 66.83% for program readiness, 71.60% for program planning, 71.4% for program implementation, and 69.53% for program monitoring and evaluation. The average effectiveness rate produced in this research was 69.84%.
FACTORS AFFECTING THE DEVELOPMENT OF AN INTEGRATED TOLL TRANSACTION SYSTEM TO IMPROVE TRAFFIC VOLUME DISTRIBUTION Fitri Hidayati; Ayomi Dita Rarasati
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.v12i3.36337

Abstract

Pemerintah Indonesia telah berupaya untuk mengurangi kemacetan lalu lintas di jalan tol dengan menerapkan sistem transaksi tol non tunai yang berlaku di seluruh jalan tol Indonesia sejak tahun 2017. Namun kepadatan lalu lintas menyebabkan kemacetan lalu lintas di jalan tol di perkotaan sering terjadi. Penelitian ini bertujuan untuk mengetahui faktor-faktor yang mempengaruhi perkembangan sistem transaksi tol dan sejauh mana distribusi kendaraan melalui preferensi pengguna jalan dalam memilih masuk jalan tol atau tidak. Metode penelitian ini menggunakan pendekatan deskriptif kuantitatif. Respondennya adalah pengguna kendaraan golongan I – V yang melintasi Prof.Dr.Ir. Tol Soedijatmo dengan arah perjalanan dari Tol Intra Urban Jakarta. Hasil penelitian menunjukkan penerapan ETC tol contactless cashless dapat menurunkan minat pengguna jalan untuk memasuki jalan tol jika dikenakan denda, namun di sisi lain pengguna jalan masih sangat berminat untuk memasuki jalan tol. Terjadi peningkatan sebaran volume lalu lintas karena jumlah kendaraan menurun seiring dengan berkurangnya minat pengguna jalan untuk memasuki jalan tol akibat kenaikan tarif tol yang semakin tinggi.
ANALYSIS OF PEAK EARTHQUAKE ACCELERATION (PGA) VALUE IN THE DUMAI DURI KANDIS ROAD AREA KM 68 + 975 USING PSEUDOSTATIC ANALYSIS Tiara Mahardika; Muhammad Yusa; Syawal Satibi
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.v12i3.36548

Abstract

This study aims to analyze the acceleration value of peak earthquakes with pseudostatic in Riau Province using exploratory research. Earthquakes are one of the natural disasters that often occur in Indonesia. In addition to its high intensity, the impact caused often causes a lot of losses. As one of a high potentialy seismic activity province, Riau is vulnerable to earthquake disasters, the road sections are traversed by heavily loaded vehicles such as on Jalan Dumai Duri Kandis KM 68 + 975 which borders several areas at high risk of earthquakes, so an analysis of the acceleration value of peak earthquakes is needed. The results were found that the earthquake plan that can be used on the Dumai Duri Kandis KM 68 + 975 road section for analysis is PGA = 0.25-0.3g and PGA = 0.25g is taken, the average N-SPT value obtained is 10, based on the average N-SPT value obtained the site classification for its location in the form of soft soil, based on the site classification obtained, the amplification factor for the PGA Soft Land site class = 0.2, Ss = 0.5 is 1.7 while for the Soft Land site class PGA = 0.3, Ss = 0.75 is 1.2. After interpolating obtained FPGA value = 1.45 (for PGA = 0.25), the peak acceleration value of the earthquake on Dumai Kandis Road was 0.1088 g which was needed to analyze slope stability using soil parameter data sourced from laboratory to obtain more accurate safety factor.

Filter by Year

2012 2026


Filter By Issues
All Issue Vol. 15 No. 1 (2026): Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 3 (2025): Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 2 (2025): Jurnal Pensil : Pendidikan Teknik Sipil Vol. 14 No. 1 (2025): Jurnal Pensil : Pendidikan Teknik Sipil Vol. 13 No. 3 (2024): Jurnal Pensil : Pendidikan Teknik Sipil Vol 13 No 3 (2024): Jurnal Pensil : Pendidikan Teknik Sipil Vol. 13 No. 2 (2024): Jurnal Pensil : Pendidikan Teknik Sipil Vol. 13 No. 1 (2024): Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 3 (2023): Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 2 (2023): Jurnal Pensil : Pendidikan Teknik Sipil Vol. 12 No. 1 (2023): Jurnal Pensil : Pendidikan Teknik Sipil Vol 12 No 1 (2023): Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 3 (2022): Jurnal Pensil : Pendidikan Teknik Sipil Vol. 11 No. 3 (2022): Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 2 (2022): Jurnal Pensil : Pendidikan Teknik Sipil Vol 11 No 1 (2022): Jurnal Pensil : Pendidikan Teknik Sipil Vol 10 No 3 (2021): Jurnal Pensil : Pendidikan Teknik Sipil Vol 10 No 2 (2021): Jurnal Pensil : Pendidikan Teknik Sipil Vol 10 No 1 (2021): Jurnal Pensil : Pendidikan Teknik Sipil Vol 9 No 3 (2020): Jurnal Pensil : Pendidikan Teknik Sipil Vol 9 No 2 (2020): Jurnal Pensil : Pendidikan Teknik Sipil Vol 9 No 1 (2020): Jurnal Pensil : Pendidikan Teknik Sipil Vol 8 No 2 (2019): Jurnal Pensil : Pendidikan Teknik Sipil Vol 8 No 1 (2019): Jurnal Pensil : Pendidikan Teknik Sipil Vol 7 No 2 (2018): Jurnal Pensil : Pendidikan Teknik Sipil Vol 7 No 1 (2018): Jurnal Pensil : Pendidikan Teknik Sipil Vol 6 No 2 (2017): Jurnal Pensil : Pendidikan Teknik Sipil Vol 6 No 1 (2017): Jurnal Pensil : Pendidikan Teknik Sipil Vol 5 No 2 (2016): Jurnal Pensil : Pendidikan Teknik Sipil Vol 5 No 1 (2016): Jurnal Pensil : Pendidikan Teknik Sipil Vol 4 No 2 (2015): Jurnal Pensil : Pendidikan Teknik Sipil Vol 4 No 1 (2015): Jurnal Pensil : Pendidikan Teknik Sipil Vol 3 No 2 (2014): Jurnal Pensil : Pendidikan Teknik Sipil Vol 3 No 1 (2014): Jurnal Pensil : Pendidikan Teknik Sipil Vol 2 No 2 (2013): Jurnal Pensil : Pendidikan Teknik Sipil Vol 2 No 1 (2013): Jurnal Pensil : Pendidikan Teknik Sipil Vol 1 No 2 (2012): Jurnal Pensil : Pendidikan Teknik Sipil Vol 1 No 1 (2012): Jurnal Pensil : Pendidikan Teknik Sipil More Issue