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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 257 Documents
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POLA SPASIAL PERTUMBUHAN KAWASAN PERMUKIMAN DI DESA DALUNG I Wayan Candrapraleka Putra W; Ngakan Ketut Acwin Dwijendra; I Dewa Gede Agung Diasana Putra
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 | DOI: 10.22225/pd.11.1.3301.15-23

Abstract

An increase in population can lead to an increase in the number of space requirements while an increase in the number of space requirements can trigger the growth and development of an area. The growth is also experienced by Dalung Village with the potential that characterizes the embryo of an urban area, one of which has very high accessibility. Thus, future developments in Dalung Village will experience settlement compaction which will trigger the growth of slum areas and traffic congestion in the future. For this reason, this study aims to analyze the growth pattern of residential areas in Dulung Village. The research method used is descriptive qualitative to describe the spatial pattern of the growth of residential areas in Dulung Village. The analysis used is morphological analysis, which is used to identify the physical space in Dalung Village. The types of data that will be used in this study are the types of primary data and secondary data. The results of the analysis of this study indicate that the growth pattern of residential areas in Dalung Village is seen from the spatial shape of the city's morphology which tends to be in the form of an octopus because it is influenced by the development of existing transportation routes, while the development of the morphology of the settlement area in Dalung Village tends to be more elongated / ribbon because the development of settlements in Dalung Village occurs because of the transportation route.
ANALISA KEBUTUHAN AIR BERSIH UNTUK OPERASIONAL HARIAN DAN SISTEM PEMADAM KEBAKARAN SPRINKLER GEDUNG UTAMA BARU RUMAH SAKIT BHAYANGKARA PALEMBANG R.A. Sri Martini; Erny Agusri; M. Nur Ridho Hasan
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.10.2.3335.338-349

Abstract

The Bhayangkara Hospital Palembang has the main building with four floors and about 6102.52 m2 building area and 7538m2 surface area. It has 173 beds, 45 toilets, and 369 employees. In the new building, there are 3 water sources, which are the tank fiberglass panels with the capacity of 403 m3 and 90 m3, and a roof tank with the capacity of 16 m3. With the additional building, the water needs are also increased in order to fulfil the daily operational water needs and the new main building’s sprinkler fire extinguisher system. The purpose of this study is to know the amount of water that must be provided for the daily operational. Analysis methods and data processing in this study are descriptive analysis methods, which the existing data are separated from the data with a form of numbers, either there are primary or secondary data. The data analysis includes: the maximum clean water needs for the daily operational based on the amount of patient’s bed (500 liter/bed/day), the hospital’s employees (120 liter/person/day), toilets (39 liter/day), sinks (30 liter/day), urinals (30 liter/day), showers (75 liter/day), and janitors (0.5 liter/m2/day), and the water needs from the sprinkler fire extinguisher system. Based on the calculations, the maximum clean water needs for daily operation is 132749 m3/day and the water needs for the sprinkler fire extinguisher is 992.358 m3 for 30 minutes, while the available amount of clean water is 146 m3/day. It can be concluded that the Bhayangkara Hospital’s water sources can only fulfilled the hospital’s daily operational water needs. Then, there will be plans to make the bigger volume of the ground water tank for 1.120 m3.
ANALISIS ALTERNATIF PERENCANAAN DIMENSI TEROWONGAN PENGELAK BENDUNGAN SIDAN A. A. Ngr. Billy Narendra; Cok Agung Yujana; I Ketut Yasa Bagiarta; Putu Aryastana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.10.2.3357.325-337

Abstract

The deficit of water supply in Bali Province has led to plans to build the Sidan Dam. The dam is designed with an upright core and is equipped with a diversion tunnel that serves to divert the flow of the river during the construction of the dam and control excess water. The diversion tunnel at Sidan Dam was originally designed with a horseshoe shape. The objective of this study is to design the alternative dimensions of the Sidan Dam diversion tunnel with a circular cross-section. The results of the analysis found that the diameter of the diversion tunnel was 5 m, with a 25-year return design discharge of 265.54 m3/sec. The thickness of the tunnel walls is designed to be 0.5 m thick with materials made of reinforced concrete, where the main reinforcement used 3D25-500 and the divider reinforcement used D25-500.
ANALISIS PENGARUH VARIASI JARAK DAN TINGGI STIK SPRINKLER TERHADAP KINERJA IRIGASI PADA LUAS LAHAN TERBATAS I Dewa Gede Jaya Negara; Syamsul Hidayat; I Wayan Yasa; Ni Luh Ayu Aprilianti
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.10.2.3398.350-360

Abstract

The conversion of agricultural land in urban areas has resulted in increasingly narrow agricultural land and many irrigation networks are not functioning. This has resulted in many isolated lands that cannot even be served by irrigation, so that the alternative source of agricultural water is local shallow ground well water. With the potential of water sources and limited land area, farming is expected to utilize water efficiently. Small sprinkler irrigation systems such as the 24D Netafim on the market, are expected to be an alternative in providing irrigation and for that it is necessary to test the ability of the irrigation system on the irrigation radius and its uniformity at a duration of 15 minutes. The test results showed that the irrigation uniformity was above 85% at the distance between sprinklers 4.5 m, 5 m and 5.5 m and 6 m with a stick height of 0.5 m and 0.75 m. For stick heights of 1.0 m and 1.25 m at the same sprinkler distance, the uniformity coefficient is less than 85%. While the optimal irrigation radius obtained at a sprinkler distance of 4.5 m, 5 m and 5.5 m is an average of 5.6 m.
ANALISIS KEBERADAAN STREET FURNITURE SEBAGAI CITRA KOTA DI KORIDOR JALAN P.B SUDIRMAN, KOTA DENPASAR Putu Ayu Mirah Sanjiwani Giri; Ngakan Ketut Acwin Dwijendra; Ida Bagus Gede Wirawibawa
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 | DOI: 10.22225/pd.11.1.3581.73-81

Abstract

Corridor P.B Sudirman in Denpasar City has not been fully good in terms of facilities and infrastructure such as the arrangement of street furniture which is one of the supporting elements of public space that reinforces the character and image of city street corridors. Street furniture must be integrated and harmonious with other urban design elements to give a neat and orderly impression on the street corridors. The research method used in this research is qualitative - a case study by presenting primary data and where later the data to be used is obtained from surveys, observations in the field and will be compared with existing theories. There are approximately 6 out of 10 types of street furniture or street furniture analyzed, whereof all these types there are several street furniture that still needs to be fixed and corrected as well as its existence because the existence of street furniture in a road corridor area can later lead to the face or image of the corridor The city, especially in this discussion, is the image of Denpasar City on the PB Sudirman corridor thus creating the image of Denpasar City which is cultured and humane.
PEMODELAN SAMBUNGAN LAS PADA STRUKTUR BALOK KOLOM BAJA BERBASIS PROGRAM ELEMEN HINGGA Gati Annisa Hayu; Machmud Budi Sulistyo
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.10.2.3615.375-384

Abstract

In steel construction the selection of types and installation details of connection is an important thing that cannot be ignored. There are three types of steel connections, namely bolts, welds, and rivets. Welding connections have a good strength if conducted in proper quality control. In addition, these connections are also inexpensive and easy to implement. The focus of this study is the modelling of welding connections which can produce outputs that are close to the experimental results. The modelling is done by using finite element program. There are two models carried out; Model-1 uses tie constraint interaction type, meanwhile Model-2 uses merge and chamfer type. Results show that Model-2 is closer to the experimental result with an accuracy of 97.75% for its ultimate load. The deformation that occurred in Model-2 also resembles the experiment deformation. In terms of energy dissipation, the experimental result is 78,036.396 kN.mm while the result of Model-2 is 94,456.982 kN.mm. Thus, the accuracy level of Model-2 is 82.62%.
POTENSI NILAI CBR TANAH TIMBUNAN DI ATAS TANAH GAMBUT DENGAN DAN TANPA PERKUATAN Aazokhi Waruwu; Rivaldi Dojen Sitinjak; Rika Deni Susanti
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.10.2.3792.361-374

Abstract

Peat soil is one type of subgrade that is not good for road construction. Peat soil has a low bearing capacity which is indicated by a low CBR value. The embankment on peat is needed to increase the CBR value, but compaction and spreading are difficult to do. Therefore, it is necessary to strengthen the combination of bamboo grids and concrete piles. The purpose of this study was to determine the potential for increasing CBR of embankment reinforced on peat soil. The research was conducted through a series of model tests in a test box filled with peat soil with and without bamboo grid reinforcement and a combination of bamboo grid and concrete piles. The CBR test was carried out on the embankment which was differentiated based on the thickness of 0-15 cm. The results showed that reinforcement can increase the CBR value of the embankment soil on peat soil. The results of the analysis for the embankment thickness of 3.93 m, the combination of bamboo grid reinforcement and concrete piles has the potential to increase the CBR value by 183% (from 5% to 14.15%) and bamboo grid reinforcement by 32% (from 5% to 6.6%).
ANALISIS PERBANDINGAN ARUS JENUH PADA PENDEKAT SIMPANG TERLINDUNG DAN TERLAWAN DENGAN METODE MKJI DAN METODE TIME SLICE (STUDI KASUS: SIMPANG SUBITA DAN SIMPANG WARIBANG) I Made Kariyana; Gede Sumarda; I Gede Aryanta Putra
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.10.2.3885.385-397

Abstract

As many as 33% of vehicle ownership in Bali Province in 2019 was in Denpasar City, coupled with the passing of vehicles from outside the city to work and recreation to burden the road network in Denpasar City. This causes problems in the transportation system that affects the performance of the road network, especially the performance of signalized intersection in Denpasar City. The performance of the signalized intersection is affected by the capacity of the approach where one of the factors that affect it is saturation flow. This study aims to find out the comparison of saturation flow in protected and opposed approach between the IHCM and Time Slice Method. The saturation flow result in the protected approach in Simpang Subita based on IHCM is 3,629 pcu/green hours greater than 71.18% compared to the Time Slice Method which is 2,120 pcu/green hours, while the saturation flow result in the opposed approach in Simpang Waribang based on IHCM is 1,857 pcu/green hour smaller than 37.49% compared to the Time Slice Method which is 2,971 pcu/green hour.
ANALISIS PRODUKTIVITAS PONDASI TIANG PANCANG PROYEK PEMBANGUNAN GEDUNG SMKN KEHUTANAN PEKANBARU Lidya Birahmatika; Winayati; Fitridawati Soehardi
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 | DOI: 10.22225/pd.11.1.3919.1-5

Abstract

The construction project of the Pekanbaru Forestry Vocational High School building complex is planned with 330 calendar days in each job, it is necessary to carry out a productivity analysis to determine the level of productivity so that the work can run within the planned time. The first step in a building is foundation work, weather constraints, machine piles, damaged location access, the use of time study methods or knowing the time chosen to analyze productivity. The study was conducted by collecting data based on field observations to obtain the data needed to analyze the productivity of pile foundation work and comparison with the index value of the work unit price analysis on the 2016 Indonesian National Standard which refers to the Regulation of the Minister of Public Works and Public Housing number 28/PRT/M/2016 (National Index) concerning the coefficient of pile foundation work. Observations were made during the duration of the piling foundation work, namely 5 working days starting on 8, 9, 10, 12, and 15 March 2021. Based on the analysis that has been carried out, it can be concluded that the lowest field index value was obtained on the implementation of the piling work on the 15th. March 2021, which is 0.010 for the highest productivity obtained on March 9, 2021, with a productivity value of 0.056. So that the total field index value is 0.1221 which has a difference of 0.0021 from the pile foundation work index value that has been set in the national index which is 0.1200.
PENAMBAHAN SERBUK LIMBAH KACA DAN ABU DAUN BAMBU TERHADAP KINERJA PAVING BLOCK Anita Intan Nura Diana; Subaidillah Fansuri
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.10.2.3932.398-416

Abstract

Glass is an object that cannot be separated from human life. Based on data from the Minister of Environment and Forestry (LHK) in 2020, it was stated that data on waste in Indonesia reached 67.8 million tons, of which 0.7 million tons were glass waste. It is known that the types of waste produced in Indonesia are organic waste (60%), plastic waste (14%), paper waste (9%), metal (4.3%), glass and wood (12.7%). The purpose of this study was "to know the effect of adding glass waste powder and bamboo leaf ash on the performance of paving blocks". The data needed in this study are primary data and secondary data. The technique used to collect primary data in this research is the experimental method. The data to be analyzed was obtained from the results of testing in the laboratory using 45 samples. Data were analyzed using multiple linear regression test. All analysis using SPSS software which is then presented in the form of tables, pictures and descriptions. The results showed that the average compressive strength of paving blocks was B quality with regression equation Y = 19.010+ (-0.119) X1 + (0.063) X2, while for absorption was D quality with regression equation Y = 10.598+ (-0.094) X1 + (-0.001) X2. In general, the addition of glass waste and bamboo leaf ash has an effect on the compressive strength and water absorption of paving blocks.

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