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Putu Aryastana
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Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa
Published by Universitas Warmadewa
ISSN : 23032693     EISSN : 25812939     DOI : https://doi.org/10.22225/pd.6.2.482.108-122
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 2303-2693 (Print ISSN), 2581-2939 (Electronic ISSN) is a journal of civil engineering provides a forum for publishing research articles or review articles which published by Warmadewa University Press jointly with Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa. This journal is also dedicated to provide an intellectual space of scholarly discussion how journal of civil engineering able to create the new global formation of civil engineering and similar issues. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa started from Volume 1 Number 1 Year 2012 for Print and Oline from Volume 3 Number 1 Year 2014 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; Others Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 15 Documents
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Search results for , issue "Vol. 11 No. 1 (2022)" : 15 Documents clear
IDENTIFIKASI JENIS BAHAYA DAN PARAMETER PENILAIAN BAHAYA PADA PEKERJAAN KONSTRUKSI Seng Hansen
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (681.036 KB) | DOI: 10.22225/pd.11.1.4356.94-102

Abstract

This study aims to identify hazards and hazard assessment parameters in construction works through scientometric and integrative literature review analysis towards relevant academic literature. Scientometric analysis was adopted using Open Knowledge Maps application and followed by a qualitative analysis that produced new perspectives regarding hazard potentials and hazard assessment parameters in construction works. This study has successfully identified 40 construction hazards which grouped into six types, i.e. physical hazards, biological hazards, chemical hazards, technological hazards, psychosocial hazards, and combination. Furthermore, this study has also identified four assessment parameters, namely severity, probability, frequency, and exposure. The contribution of this study lies in its in-depth understanding on the identification of construction hazards and hazard assessment parameters through a comprehensive literature review. The findings are useful for practitioners to advance their safety management quality, as well as for academics to conduct further research on construction hazards, assessment and mitigations.
PENGARUH STRES TENAGA KERJA TERHADAP KECELAKAAN KERJA PADA PELAKSANAAN PROYEK KONSTRUKSI DI SURABAYA YANG DIMODERASI USIA, PENDIDIKAN DAN PENGALAMAN KERJA Muhammad Affandi Maulana; Feri Harianto; Fahmi Firdaus Alrizal; Diah Listyaningsih
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (436.991 KB) | DOI: 10.22225/pd.11.1.4462.122-126

Abstract

The time constraint on implementing construction projects results in work stress on the workforce. Several factors that influence work stress in the force include age, education level, and work experience. Each crew has different levels of stress and trigger factors, from the level of stress experienced by workers from the lowest to the highest. For this reason, the project manager needs to manage stress in the workforce so that work accidents can be reduced. This study aims to determine the effect of work stress on work accidents based on the moderation of age, education level, and work experience. The research method uses a survey method with the measuring instrument. The sampling method used is accidental sampling, with the respondents being foremen, handymen, and workers. Respondents in the study amounted to 50 people. The analysis used is a linear regression with moderation. Based on the research analysis, the result is that work stress has a significant effect on work accidents (sig. < 0.05). At the same time, the moderating variables of age and education level did not significantly affect work accidents (sig. > 0.05). Increasing age and the higher education level of the workforce do not increase work accidents that occur. These two variables do not function as moderator variables but as independent variables. The moderating variable of work experience significantly affects work accidents (sig. < 0.05). The increase in the work experience of the workforce reduces work accidents. The work experience variable also functions as a pure moderator variable.
ANALISIS KEBUTUHAN DAN KETERSEDIAAN AIR BERSIH DI WILAYAH PELAYANAN INSTALASI PENGOLAHAN AIR GUNUNG TUGEL PDAM TIRTA SATRIA BANYUMAS Verrdy Chrisna Primandani; Novi Andhi Setyo Purwono; Atiyah Barkah
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (708.004 KB) | DOI: 10.22225/pd.11.1.4469.112-121

Abstract

Air bersih menjadi hal vital yang sangat dibutuhkan manusia untuk kelangsungan hidupnya. Air bersih digunakan manusia untuk berbagai kegiatan seperti mandi, mencuci, masak, dan kebutuhan lainnya. Jumlah penduduk di wilayah SPAM Purwokerto Selatan yang semakin bertambah tentu membuat kebutuhan air bersih semakin bertambah juga. Dikarenakan semakin tingginya kebutuhan air yang tidak diimbangi dengan pertambahan sumber air, seringkali masyarakat mengeluhkan air dengan debit yang kecil atau bahkan tidak mengalir sama sekali. Penelitian ini dilakukan untuk mengetahui berapa kebutuhan air bersih, serta untuk mengetahui berapa ketersediaan air bersih SPAM Purwokerto Selatan. Dalam penelitian ini dilakukan analisis kebutuhan dan ketersediaan air bersih sampai 25 tahun yang akan datang atau hingga tahun 2045, dengan beberapa metode yang akan digunakan adalah Metode Geometrik, Aritmatik, dan Regresi Linier. Berdasarkan hasil analisis, diketahui kebutuhan air bersih di wilayah SPAM Purwokerto Selatan pada tahun 2045 adalah sebesar 351.69 liter/detik, kebutuhan harian maksimumnya sebesar 422.03 liter/detik, dan kebutuhan air pada jam puncak 562.70 liter/detik. Ketersediaan air yang ada tidak mengalami pertambahan setiap tahunnya, debit air yang tersedia adalah sebesar 130 liter/detik belum mampu memenuhi kebutuhan air bersih masyarakat di Wilayah SPAM Purwokerto Selatan.
REKAYASA BRACING TIPE V DAN TIPE Λ PADA GEDUNG KAMPUS Dwi Kurniati
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (706.368 KB) | DOI: 10.22225/pd.11.1.4474.103-111

Abstract

Bracing is a reinforcement of reinforced concrete structures so that the main components can work optimally and become one unit when receiving earthquake loads. Bracing has been widely applied as an effort to strengthen the building structure. Bracing also consists of various elements ranging from reinforced concrete, steel, and others. The object of research is a 6-story campus building located in the Babarsari area of Yogyakarta. This campus building is considered vulnerable because the distance from the Opak fault is only approximately 6 km, not only that the campus building is also not far from the Mataram Ditch with a distance of about 1 km. This ditch stretches from north to south Yogyakarta. The purpose of this study was to determine the value of the deviation between the use of type V and Λ bracing in the campus building. The method used in this engineering refers to the regulations of SNI 1726:2019 “Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung dan Non Gedung”, SNI 1727:2020 “Beban Minimum Untuk Perancangan Gedung dan Struktur Lain”, and SNI 2847:2019 “Persyaratan Beton Struktural Untuk bangunan Gedung”, The analysis was carried out with the help of ETABS V.19 software. The results obtained are the value of the decrease in deviation between floors in the X and Y axes. The average value of the type V bracing deviation is 5.40 in the X direction and 5.63 in the Y direction, and the average value of the type Λ bracing deviation is 39.27 in the X direction and 24.23 in the direction Y, so if an earthquake occurs in the campus building, it will reduce structural damage, so that the building can be said to be safe.
ANALISIS KONDISI FUNGSIONAL RUAS JALAN JENU-MERAKURAK DENGAN MENGGUNAKAN METODE PSI DAN RCI SERTA PREDIKSI SISA UMUR PERKERASAN JALAN (REMAINING LIFE) Sugiyanto; Arifin Nur Ahmad
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (554.45 KB) | DOI: 10.22225/pd.11.1.4834.127-139

Abstract

This research was conducted with the aim of analyzing the functional condition of the Jenu-Merak Urak road. On roads with construction using flexible pavement (asphalt roads) and having a length of 5.3 kilometers or 3.29 miles, the analysis is based on the road grade or IRI (international roughness index) obtained on the observation of the road. The parameters used are indices related to the level of road safety/performance (riding quality) and the estimated remaining service life of the road. The results of this study obtained the results of a functional analysis of the road based on the road condition index of 7.75. It can be stated that the condition of the analyzed road surface is very good and generally evenness. Likewise, the results of road functional analysis based on road service conditions (present serviceability index) of 4.03 can be stated that the condition of the analyzed road service functions is classified as good. Based on data, the actual increase in traffic (3.05%/year) compared to the planned (2.7%/year) resulted in the prediction of the remaining pavement life (remaining life) of the analyzed road, the design life of the road ending 3 (three) years earlier than planned age. The analysis results obtained in this study can prove that there is a correlation and does not stand alone between the results of the analysis of road surface conditions that are classified as good and generally evennes will produce road service conditions that are classified as good as well.

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