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Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa

paduraksa
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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 211 Documents

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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

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

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

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

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

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.

BANGUNAN MODULAR LOW-RISE UNTUK RUMAH TINGGAL DI KAWASAN KABUPATEN TANGERANG Budi Setiawan; Richardus Eko Indrajit; Erick Dazki
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Population development must be balanced with the fulfillment of housing needs. It is increasingly difficult for people to reach house prices in an area suitable for many family members in big cities. A successful construction project is measured by three factors: the correct cost, excellent quality, and the right time. The project should be completed at a cost that is not more than the budget plan; at the time of handover, it must be checked whether the project is following the specified specifications and quality; in addition, the project must also be completed no later than the agreed time. Due to these three benchmarks, it is recommended that the fulfillment of residential needs using a modular system is recommended. This research will answer (1) How is the need for residential houses in the Big City by determining the sample in Tangerang Regency? (2) How is the effectiveness of using a modular system for residential houses if the coding process is carried out during the construction phase? The results showed (1) that the need for housing for two people and three people in the Tangerang Regency area is significant; therefore, a low-cost and efficient development process is needed. The modular system is deemed suitable for Tangerang by looking at these conditions. (2) The coding of the modular system makes the installation faster and with waste/material residue to be more cost-effective. In addition, the modular system for residential houses has been widely developed in the field.

ANALISIS POTENSI DISTRIBUSI AIR IRIGASI SISTEM IRIGASI TETES BERTINGKAT UNTUK USAHA TANI DI PERMUKIMAN PERKOTAAN I Dewa Gede Jaya Negara; Heri Sulistiyono; Anid Supriyadi; I B Giri Putra; I Wayan Yasa; M R. Sepriadi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Agricultural activities in urban housing need to be supported by adequate irrigation systems such as efficient drip irrigation. In addition, drip irrigation does not require a large area or large amount of water, but with limited land area and water sources, horticultural crop farming can be carried out. By using polybags as a planting medium and with drip irrigation, more planting points will be obtained. To obtain a guarantee that the multilevel drip irrigation system can be applied properly, it is necessary to test it so that the ability to use irrigation is known. This study aims to determine the ability of stratified drip irrigation on the distribution of irrigation volume and the provision of soil moisture (w) in polybags, at each level of polybag land. The research was conducted on land measuring 1m x 2m x 4 m, water source from 150 liter tank, irrigation network from ¾”, ½”, and ¼” PVC pipe and 12 mm Netafim (NTF) drip pipe. Data analysis was carried out on uniformity, irrigation volume, soil moisture (w) and irrigation pattern. The irrigation test for 5 minutes showed that the average irrigation diversity was above 98% and the deviation of the irrigation volume for each level was an average of 15 ml. The resulting soil moisture levels 1, 2, and 3 are 13.4%, 5.5%, and 3.9%, respectively. To obtain the same irrigation volume, drip irrigation should be carried out in turns with different durations.

UNJUK KERJA HIDROGRAF SATUAN SINTETIK NAKAYASU, ITB 2 DAN LIMANTARA UNTUK DAERAH ALIRAN SUNGAI BERBENTUK MEMANJANG Humairo Saidah; Agustono Setiawan; Lilik Hanifah; Agus Suroso; Anid Supriyadi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Estimated flood discharge value for water structure design, ideally determined based on the frequency analysis of measured discharge data. However, the measured discharge data is often not recorded or if the length is limited. So, it needs the technique in getting the design flood value from rain data through the Synthetic Unit Hydrograph (SUH) method. This study examined the suitability of the three (3) SUH methods (Nakayasu, Limantara and ITB2) in generating the design flood discharge and compared it with the Observed Unit Hydrograph (OUH) of the elongated shape watersheds, namely Sidutan and Reak. The main values that are compared are peak discharge, peak time, and base time of HSS to the HSO value. The results obtained from the Sidutan watershed and the Reak watershed are both elongated shape watershed, have almost the same length as the main river, but the area of the Sidutan watershed is greater than Reak watershed. The average OUH of both watersheds indicated that both Qp and Tb of the Sidutan watershed are greater than Reak, but the time peak hydrograph (Tp) was reached at almost the same time. The SUH method that produced unit hydrographs closest to OUH is Nakayasu, then ITB2 and Limantara, respectively.

PARAMETER PENENTU AKSESIBILITAS PENGUNJUNG WISATA PANTAI KOKA DI DESA WOLOWIRO KECAMATAN PAGA KABUPATEN SIKKA PROVINSI NTT Alfridus Gado; Mansuetus Gare
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

The Sikka Regency area is one of the areas located on the island of Flores, East Nusa Tenggara Province. The region has a lot of interesting natural and cultural wealth, but there are still many hidden due to the lack of infrastructure development. One of the natural wealth is the Koka beach tourist attraction which is a tourist attraction located in Wolowiro village, Paga district, Sikka regency. The construction of road infrastructure for Koka Beach tourism is inadequate, there is one point that has not been paved and there are several points that are still damaged due to land disputes between the village government and the landowner. The focus of this study is to analyze the parameters that affect the accessibility of coca beach tourism visitors in Wolowiro Village, Paga District, Sikka Regency, East Nusa Tenggara Province which are adapted to existing conditions and their problems using qualitative descriptive analysis methods. Data collection is carried out by observation, interviews, questionnaires, and documentation. Data analysis using Miles and Huberman which includes data reduction, data presentation, and conclusion drawing/verification. The results of this study are in the form of parameters that affect the accessibility of Koka beach tourist visitors, namely the parameters of entrance rates, road infrastructure conditions, Koka beach tourist attraction facilities, and the behavior of the management of coca beach tourist attractions affecting the accessibility of Koka beach tourist visitors to be hampered. Suggestions that can be given to local governments need to be carried out development of supporting facilities and infrastructure in coca beach tourist attractions and for further studies, quantitative methods are used so that quantitative methods can be measured and described in detail about the parameters that affect the accessibility of coca beach tourist visitors.

PERENCANAAN LAYOUT PARKIR DI RUMAH SAKIT GIGI DAN MULUT (RSGM) UDAYANA I Made Kariyana; Tri Hayatining Pamungkas; Ni Made Ola Ulandari; Putu Aryastana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

The Dental and Oral Hospital (DOH) of Udayana is the hospital owned by Udayana University which is located at the Udayana Jimbaran Campus. The DOH of Udayana can be categorized as a new hospital because the construction of this hospital is still in the non-finishing structure stage, so it doesn’t have parking facilities. In this study, planning of the parking layout for Udayana DOH was carried out to get an optimal parking design in terms of parking capacity, vehicle type, and parking space needs based on land availability. The number of parking space units was determined based on the number of beds that follow the provisions in the Regulation of the Directorate General of Land Transportation No. 272/HK.105/DRJD/1996, while the percentage of vehicle type composition was analyzed through a survey comparison and interviews at DOH of Saraswati Denpasar. The survey comparison result depicts that the percentage of vehicle types parked for motorcycles and cars is 92.45% and 7.55%, respectively. The number of parking space units required based on the number of beds is 104 units, so the composition of the number of parking spaces for motorcycles and cars is 96 and 8, respectively.

Page 16 of 22 | Total Record : 211

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Dewa Ayu Nyoman Ardi Utami

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Jl. Terompong 24 Tanjung Bungkak Denpasar Bali, Indonesia

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Kota denpasar,

Bali

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Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Dewa Ayu Nyoman Ardi Utami

Contact Email ardiutami@undiknas.ac.id

Phone +6289622190425

Journal Mail Official ngurah.dharmayasa@gmail.com

Editorial Address Jl. Terompong 24 Tanjung Bungkak Denpasar Bali, Indonesia

Location Kota denpasar, Bali INDONESIA

Abstract

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Abstract

Abstract

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Abstract

Contact Name
Dewa Ayu Nyoman Ardi Utami

Contact Email
ardiutami@undiknas.ac.id

Phone
+6289622190425

Journal Mail Official
ngurah.dharmayasa@gmail.com

Editorial Address
Jl. Terompong 24 Tanjung Bungkak Denpasar Bali, Indonesia

Location
Kota denpasar,

Bali

INDONESIA