cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Muhammad Mukhlisin
Contact Email
mmukhlis@polines.ac.id
Phone
+62247473417
Journal Mail Official
wahanasipil@polines.ac.id
Editorial Address
Department of Civil Engineering Politeknik Negeri Semarang (State Polytechnic of Semarang) Jl. Prof. Sudarto, SH Tembalang, Kota Semarang (50275) Jawa Tengah, INDONESIA
Location
Kota semarang,
Jawa tengah
INDONESIA
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil
Published by Politeknik Negeri Semarang
ISSN : 08538727     EISSN : 25274333     DOI : http://dx.doi.org/10.32497/wahanats
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Engineering Transportation
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil or Civil Engineering Forum: Journal of Civil Engineering Development is a medium of communication and dissemination of research results, case studies, and scientific reviews (applied) to scientists and practitioners in the field of Civil Engineering. This journal is published by the Civil Engineering Department of Semarang State Polytechnic periodically 6 (six) months, ie June and December. Scopes of Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil or Civil Engineering Forum: Journal of Civil Engineering Development are: 1. Civil and Structural Engineeering 2. Environmental Engineering 3. Geotechnical Engineering 4. Transport Egineering 5. Water Resources Engineering 6. Constructions Management 7. Building Constructions. 8. Disaster Management.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 277 Documents
 24   25   26   27   28 
Dewan penyunting Desember 2025 Wahana
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 30 No. 2 (2025): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v30i2.7244

Abstract

Daftar isi Desember 2025 Wahana
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 30 No. 2 (2025): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v30i2.7245

Abstract

Petunjuk Penulisan Desember 2025 Wahana
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 30 No. 2 (2025): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v30i2.7246

Abstract

ANALISIS DEBIT BANJIR PADA SUB DAERAH ALIRAN SUNGAI (DAS) TABUK, PERBANDINGAN METODE HIDROGRAF SATUAN SINTETIK (HSS) SCS DAN SNYDER Amal, Nilna; Haliza, Noor
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 30 No. 2 (2025): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v30i2.7247

Abstract

Floods are a natural disaster that can occur during the rainy season in various watershed areas across many regions of Indonesia. Continuous heavy rainfall causes rivers to exceed their capacity, leading to flooding. The Sungai Tabuk subdistrict, one of the rice product areas, was also affected by flooding, which will disturb rice production. This research aims to compare two methods for calculating a design flood using proper software, which has not been found in previous studies in this area. We chose a hydrological model simulation using the HEC-HMS software to determine the magnitude of the flood discharge. The data was collected by two processes: field research for primary data and data received from other institutions for secondary data. The data was analyzed by comparing two methods available in the software: the SCS and the Snyder unit hydrograph (HSS), and it was processed to create a rainfall-runoff model using both of them. The simulation results with observations dated January 1, 2021, using the Mononobe distribution method by SCS and Snyder, are as follows: the SCS method at the outlet had a higher discharge: 974,4 m³/s, whereas the Snyder method had a discharge of only 957,5 m³/s. The differences in the results can be attributed to the differences in the parameters and calculation methods. In contrast, the discharge observed in the field was 39.072 m³/s. It can be seen that the discharge values from the HEC-HMS software are significantly higher than the discharge values obtained in the field, because the discharge was a regular flow instead of a design one. A further study that can reveal why the difference was relatively high and how to overcome the problem is needed.
ANALISIS RISIKO KECELAKAAN KERJA PADA PEKERJAAN KOLOM BETON DENGAN METODE HIRA (HAZARD IDENTIFICATION AND RISK ASSESSMENT) DI PROYEK X Yasinta, Rezi Berliana; Fachrez, Hananta Yoga; Saputra, Maulana Dzakwan; Ikhtiar, Tangguh; Putri, Winda Ayu Lestari
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 30 No. 2 (2025): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v30i2.7248

Abstract

The Hazard Identification and Risk Assessment (HIRA) method is a technique used to identify potential workplace hazards by classifying the characteristics of possible hazards and evaluating the risks through a risk assessment matrix. Concrete column work is one of the construction activities with a high risk of workplace accidents, which include reinforcement work, formwork installation, concrete casting, and formwork removal. This study employs a descriptive qualitative approach through a literature review method without direct field observation. Based on the risk analysis of workplace accidents in concrete column work at Project X, the recap results show that the average risk value is 9.8. This figure indicates that most risks fall into the medium to high category
PENGARUH BUDAYA KERJA TERHADAP PERSEPSI KESELAMATAN PADA PEKERJA KONSTRUKSI DI INDUSTRI MINYAK DAN GAS Armansyah, Bagos; Musyafa, Albani; Nugraheni, Fitri; Purnomo, Hari
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 30 No. 2 (2025): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v30i2.7249

Abstract

Occupational safety is a crucial aspect in the oil and gas industry, especially in the high-risk field construction sector. This study aims to analyze the influence of work culture on the perception of safety in field construction workers, especially in the work area of Riau province. The method used was a qualitative and quantitative approach by distributing questionnaires to 108 workers in oil and gas construction projects. The data were analyzed using linear regression to measure the relationship between work culture and safety perception. The results of the study showed that work culture has a positive and significant influence on safety perception, where work culture contributes to safety perception by 45.9%. These findings indicate that a strong work culture can improve the perception of safety, thereby reducing the risk of accidents. Therefore, companies in the oil and gas industry are advised to consistently foster a work culture that supports safety to minimize the risk of work accidents
PENINGKATAN KUAT LENTUR BETON FAST TRACK MUTU FS 45 DENGAN ADMIXTURE MR 73 Burhannudin, Faisal; Ali, Yusuf; Wicaksono, Yosafat Damar; Devi, Rida Handiana
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 30 No. 2 (2025): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v30i2.7250

Abstract

A number of studies and trials on concrete have been conducted to improve concrete quality and address common issues in the construction industry, such as project deadlines. Efforts to enhance concrete quality include modifications to achieve high concrete strength at 7 days using chemical admixtures. This research aims to analyze the effect of using MR 73 admixture on the flexural strength of concrete at the ages of 7 and 28 days. The research method employed is experimental quantitative. The results indicate that concrete with MR 73 admixture at a 0.4% dosage achieved an average flexural strength of 43.5042 kg/cm² at 7 days, compared to normal concrete with 35.34 kg/cm² at the same age. At 28 days, concrete with MR 73 admixture at a 0.4% dosage reached an average flexural strength of 49.97 kg/cm², compared to normal concrete with 45.54 kg/cm². The MR 73 admixture proved to increase the flexural strength of concrete by 23% at 7 days and 10% at 28 days compared to normal concrete

Page 28 of 28 | Total Record : 277

 24   25   26   27   28 

Filter by Year

2011 2025


Reset
Filter By Issues
All Issue Vol. 30 No. 2 (2025): Wahana Teknik Sipil Vol. 30 No. 1 (2025): Wahana Teknik Sipil Vol. 29 No. 2 (2024): Wahana Teknik Sipil Vol. 29 No. 1 (2024): Wahana Teknik Sipil Vol. 28 No. 2 (2023): Wahana Teknik Sipil Vol. 28 No. 1 (2023): Wahana Teknik Sipil Vol 27, No 2 (2022): Wahana Teknik Sipil Vol 27, No 1 (2022): Wahana Teknik Sipil Vol 26, No 2 (2021): Wahana Teknik Sipil Vol 26, No 1 (2021): Wahana Teknik Sipil Vol 25, No 2 (2020): Wahana Teknik Sipil Vol 25, No 1 (2020): Wahana Teknik Sipil Vol 24, No 2 (2019): Wahana Teknik Sipil Vol 24, No 1 (2019): Wahana Teknik Sipil Vol 23, No 2 (2018): Wahana Teknik Sipil Vol 23, No 1 (2018): Wahana Teknik Sipil Vol 22, No 2 (2017): Wahana Teknik Sipil Vol 22, No 1 (2017): Wahana Teknik Sipil Vol 21, No 02 (2016): WAHANA Teknik Sipil Vol 21, No 01 (2016): WAHANA Teknik Sipil Vol 20, No 2 (2015): WAHANA Teknik Sipil Vol 20, No 1 (2015): WAHANA Teknik Sipil Vol 19, No 2 (2014): WAHANA Teknik Sipil Vol 18, No 2 (2013): WAHANA Teknik Sipil Vol 18, No 1 (2013): WAHANA Teknik Sipil Vol 17, No 2 (2012): WAHANA Teknik Sipil Vol 17, No 1 (2012): WAHANA Teknik Sipil Vol 16, No 2 (2011): WAHANA Teknik Sipil More Issue