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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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ANALISIS KEBUTUHAN AIR BERSIH MASYARAKAT KECAMATAN PETANG I Komang Angga Darmayasa; Putu Aryastana; Anak Agung Sagung Dewi Rahadiani
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 1 (2018)
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.7.1.816.41-52

Abstract

ABSTRACT Requirement for aw water supply will increase every year as the population increases. Analysis of water requirements in Petang District is carried out using the leastsquare method with a projection of 25 years. The results of the analysis show that the compliance of water in Petang District has a devicit in Sulangai Village. Planning the addition of a water source of 7.68 liters per second in Sulangai Village by optimizing the Sulangai Atas II Spring. Network schema planning is analyzed using WaterNet. The results of the pipeline simulation show that there is no problem with the water supply system for the Petang Subdistrict area which means that hydraulically the network can serve the water needs of each service area. Keywords: Network, Pipe, Requirement, Water, WaterNet
ANALISIS REMBESAN DI BAWAH TUBUH BENDUNGAN URUGAN I Gusti Ngurah Putu Dharmayasa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 1 (2018)
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.7.1.817.53-62

Abstract

ABSTRACT Indonesian government has built many dams in some areas and dams that have been built mostly earth dam. Earth dam becomes an option to be built because it was easier to obtain material to build the dam. Building process can be faster. Benel Dam in Melaya sub-district, Jembrana district, Bali province which had been evaluated was an earth dam that had been built in 2010. In order to provide benefits in the long time, the control of the seepage in the dam was needed so that safety can always be monitored. Measurements that were performed to determine the safety of the dam was measurement of the seepage discharge that occurs in the foundation. Therefore it is important to calculate the seepage discharge during the rainy season because in rainy season the water level in the upstream reaches the maximum position so it will cause maximum seepage in the foundation of the dam. The analysis was performed with SEEP/W and flow-net, with no cut off condition and with cut off. The result of the analysis that has been done, the seepage discharge in the dam’s foundation without cut-off for rainy season condition calculated with SEEP/W equal to 3.162 × 10-6 m3/sec and with cut-off obtained 2.077 × 10-6 m3/sec. While seepage discharge in the foundation of the dam without cut-off for rainy season conditions calculated with flow-net obtained 3.15 × 10-6 m3/sec and with a cut-off obtained 1.85 × 10-6m3/sec discharge. The results of this calculation show that the installation of cut off can reduce the amount of seepage. The seepage that occurs in the foundation of the dam was smaller than the allowed seepage that was 4.9206 m3/sec, so that the seepage discharge through the dam's foundation was safe for the dam. Key words: earth dam, flow-net, seepage discharge
ANALISA KINERJA RUAS JALAN DAN FASILITAS PEJALAN KAKI (STUDI KASUS: JALAN WR. SUPRATMAN, DENPASAR) Ni Made Widya Pratiwi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 1 (2018)
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.7.1.818.77-78

Abstract

ABSTRACT WR. Supratman is the primary collector road, where the land use around is an office, commercial, and settlement area. Segment between WR. Supratman - Gadung to the intersection of WR. Supratman - Kamboja - Seruni Street, there are frequent traffic congestion problems. When viewed from the segment of the segment there are RSU Puri Raharja, Unit Rawat Jalan RSU Puri Raharja, Mosque, and the Police of Bali Region which of course cause high pedestrian movement. Therefore, there is also an analysis of pedestrian facilities, thus providing a sense of security and comfort for pedestrians. The data required in this study are primary data obtained from survey results to the field. From the analysis result obtained WR. Supratman the densest movement on the working day (weekday) occurred at 17:00 to 18:00 WITA with traffic volume of 2598.2 pcu/hour, with a value of V/C Ratio of 0.83 so that the level of service road segment including the category "D". Vehicles velocity on WR Road. Supratman on working days is 23.65 km/h. Result of performance analysis of WR. Supratman's segment most busy movement on a weekdend occurs at 12:30 to 13:30 pm with a traffic volume of 2180.6 pcu/hour, with a value of V / C Ratio of 0.870 so that the level of road service is categorized as "C". Speed of vehicle on WR Road. Supratman on holiday is 26.43 km / hour. Based on the results of analysis, for pedestrian facilities recommended Pelican Crossing is installed as a crossing facility people. Key word: pedesterian, road performance
EFEKTIVITAS ZONA SELAMAT SEKOLAH DAN KINERJA RUAS JALAN (STUDI KASUS: ZOSS SD NEGERI 4 DALUNG) N. Nurhakim; Dewa Ayu Nyoman Sriastuti; I Made Ardantha
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 1 (2018)
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.7.1.819.6376

Abstract

ABSTRACT School safety zone (ZoSS) is a government program that began in 2006. The program aims to reduce the number of traffic accidents, especially school children. The use of ZoSS is still not optimal because there are still many road users passing ZoSS at high speed, school children have not used ZoSS facilities, as well as the surrounding community including teachers and parents who do not understand the existence of ZoSS. The approach taken is by observing the behavior of pedestrians, especially school children, the introductory behavior of school children, the behavior of drivers, the speed of vehicles passing on ZoSS, the volume of vehicles that are then analyzed and the performance of the road. The results of the study showed that the behavior of the crossers was 60.01% that meaning ZoSS was effective. The level of introductory behavior is 67.65% that meaning ZoSS was effective. The percentage of vehicles that follow ZoSS regulations is 32.58% that meaning ZoSS was less effective. The performance of the road segment in the ZoSS segment has a degree of saturation of 0.09 service level A. Keywords: driver, vehicle, ZoSS
ESTIMASI BIAYA PENCEGAHAN DAN PENGAWASAN K3 PADA PROYEK KONSTRUKSI I Wayan Jawat; I Nyoman Suwitanujaya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 1 (2018)
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.7.1.820.88-101

Abstract

ABSTRACT The construction phase is a stage that needs attention so that the main goal of producing a quality project can be achieved. In the construction phase, project managers should consider the positive and negative aspects that will occur in the next stage, the operational phase. The construction project is a job sector that has high risk compared to other sectors. The number of work accidents in Indonesia is quite high and continues to increase from previous years. the number of accidents in Indonesia continues to increase from 2007 to 2011. The number of work accidents in Indonesia in 2008 experienced the highest increase of 13.17%. While in 2011 the number of work accidents in Indonesia that the smallest increase is 0.79%. It indicates the risk of accidents in Indonesia is quite high. Cost of safety can be divided by other approaches that consist of cost prevention, inspection cost, and accident cost. If the security system is not valid or there is no safety program, usually the cost of prevention and inspection is not provided or available but small (less adequate), while the accident costs are great. prevention and inspection is sufficient, so as to reduce the cost of accidents to be small. Safety and work safety management system planning is a series of steps, hazard identification, risk assessment, risk control, and cost calculation of risk control. Based on this it becomes interesting to do an assessment of the estimated cost prevention (prevention cost) and inspection cost (K3) on the construction project. The results of the review on the construction project reviewed indicate that the costs required for prevention cost and inspection cost of work accidents amount to IDR 726,182,726.28 or 5.39% of the total contract value consisting of the cost of personal protective equipment amounting to IDR 585,780,486.28, the cost of occupational safety and health equipment of IDR 32,402,240.00 and the cost of personnel of occupational safety and health is IDR 108.000.000,00. Keywords: cost estimation, construction project, risk, work accident
ANALISIS KEBUTUHAN PENGOPERASIAN ANGKUTAN ANTAR JEMPUT (CAR POOLING) BAGI SISWA SEKOLAH DI KOTA DENPASAR Dewa Ayu Nyoman Sriastuti; A.A. Rai Asmani K.; Nyoman Surayasa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 1 (2018)
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.7.1.821.102-110

Abstract

ABSTRACT The activities of taking and picking up by parents of students often cause traffic congestion around the school. This happens almost every day, especially in the morning, when school starts and in the afternoon, when school hours are over. There is not an adequate parking space available at the school, so the introductory and pick-up people use the body of the road to park when delivering and picking up. To overcome this, transportation facilities are needed which can reduce the number of vehicles used to deliver and pick up school students. The information that you want to know from the survey on respondents is monthly family income, factors that are considered important in choosing the type of transport, the vehicle used by students, whether students go to school or alone, vehicle facilities for parents, travel time from home to school, desired service and departure schedule. The number of samples that have been set is a minimum number of samples from statistical calculations as respondents, where as respondents are parents of students. For this reason, questionnaires were distributed to the students, so that they were delivered to their parents. Based on the results of the questionnaire, the transport operation parameter data is obtained between the next pick-up, to get the number of passengers, service pattern, number of vehicles needed and the scheduled departure of transportation. The results of the analysis show that 74% of respondents want the first service pattern to be picked up on the main road at their respective address or residence. The estimated number of passengers to be served by the school student shuttle transportation in Denpasar City is 5148 people, with 214 vehicles needed. Vehicle departure schedule must be every 0.56 minutes starting at 06.50 WITA. Keywords: car pooling, operational, transportation
KAJIAN TATA RUANG UNTUK MENERAPKAN SISTEM INSENTIF PEMANFAATAN RUANG PADA PROYEK KPS (KERJA SAMA PEMERINTAH SWASTA) JALAN TOL (STUDY KASUS KAKI NUSA DUA PADA JALAN TOL BALI MANDARA) Putu Ika Wahyuni; Sarwono Hardjomuljadi; Hendrik Sulistio; K. Koespiadi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 1 (2018)
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.7.1.822.111-122

Abstract

ABSTRACT The Government of Indonesia was committed to encouraging public-private partnership (PPP) schemes to address gaps in infrastructure development. But not all projects offered through the PPP scheme have a high degree of eligibility because the project is a long-term investment with a considerable degree of risk challenge. Efforts to improve the feasibility of investing in toll road PPP projects were made such as investment guarantees and incentives for the private sector. This study is a continuation of previous research that was an implementation of the incentive system in PPP project contract to increase investment feasibility. In this study, the authors want to obtain a general description of:(1) Existing condition of research location and land use based on Local Regulation around Bali Mandara Highway (Field Observation and Local Regulation), (2) To know the wishes of the people around Highway in a location that allows applied spatial use incentive system (Interview Method), (3) Assessing the spatial plan at the foot of the toll road regarding spatial use plan with guidance on incentives and density utilization of space on the highway (method of cropping the map). From the result of the research, it can be seen the general description of the people's desire to play a role in the utilization of space around the Nusa Dua toll, where the results of satellite image analysis and the spatial regulation on spatial planning allow the availability of land for spatial use activities around highway about 10 hectares. Keywords: highway, KPS, spatial, use of space
DESAIN PONDASI TELAPAK BERDASARKAN UJI CPT DI DAERAH KUTA, BALI I Gusti Ngurah Putu Dharmayasa; Dewa Ayu Nyoman Ardi Utami
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
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.7.2.942.123-137

Abstract

Rapid exploitation of land in Bali, especially in the Kuta area due to the development of tourism, makes it difficult to obtain land and the price is expensive, so that the available land should be maximally used. The impact of maximum land use is the influence on the structure of the building to be built. The building structure component which affected is the foundation. Due to the very tight density of the building, it is necessary to consider the shallow foundation design that was widely used in the Kuta area to avoid structural failure, so that the designed buildings could stand safely. If the foundation receives an eccentric load, it will be very dangerous for the building if it does not fit between the load received and the size of the foundation being made. This would be disastrous in case of a construction failure due to a design error, so it was desirable to do research on the design of the shallow foundation with an eccentric load on the buildings located in the Kuta tourist area to obtain an adequate shallow foundation design based on the soil data and structural load will be built. To analyze the bearing capacity of the soil and the design of the foundation, it is necessary to provide data from land investigation in the field. Land investigation in the field was conducted with CPT. Based on CPT results obtained hard layer soil at a depth of 2 - 2.2 m. The shallow foundation was planned at a depth of 1.6 meters and the foot size of 1.5 m x 1.5 m with minimum allowable bearing capacity (qa) was 20,99 t/m2. The result of analysis of 2-storey building structure resulted axial load (P) was 25750.88 kg, moment about the X axis (Mx) was 2529.70 kg m and moment about the Y axis (My) was 2929.65 kg m. The dimensions of the footing are 1.5 m x 1.5 m and the thickness (t) was 580 mm. Minimum pressure on foundation (q min) was 6.238 t/m2 and the maximum pressure on foundation (q max) was 17.583 t/m2. For bending reinforcement was used 19 mm diameter reinforcing steel with a distance of 150 mm.
PERENCANAAN BANGUNAN PEMECAH GELOMBANG (BREAKWATER) TIPE GROIN DENGAN BAHAN TETRAPOD DI PANTAI JASRI , KABUPATEN KARANGASEM I Gede Agus Widhiana Putra; Putu Eryani
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
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.7.2.943.138-149

Abstract

Karangasem Regency has a beach length of 71 Km with several conditions of coastal sedimentary material. In recent years the beach in Karangasem has experienced erosion and setback of coastline, one of which is Jasri Beach. Handling for this coastal segment has been carried out several times by Karangasem Regency, but still has construction failure. This condition certainly causes 2 consequences because, among other things, the type and dimensions of the building are not in accordance with the characteristics of the study area, the handling concept presented is not in accordance with the requirements. Therefore, it is necessary to handle such as coastal safeguards and breakwaters.. Where in this journal selected Groin type breakwater buildings that function to hold sediment transfor along the coast, so as to reduce / stop erosion that occurs.
MODEL KEBUTUHAN PENGOPERASIAN ANGKUTAN ANTAR JEMPUT (CARPOOLING) BAGI SISWA SEKOLAH DI KOTA DENPASAR Dewa Ayu Nyoman Sriastuti; A.A. Rai Asmani. K; A.A.Gde Sumanjaya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
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.7.2.944.150-163

Abstract

Based on previous research, it is necessary to do further research to get the linkages between various variables that influence the need for operation of this shuttle transportation, by taking the title "Model of Operation Needs of Shuttle (Carpooling) for School Students in the City of Denpasar", where in this study the transport demand variable modeled is the relationship between the interest of parents of students using school shuttle as a dependent variable and tariff variable, capacity and travel time as a free variable. The data and information that you want to know from the survey on the respondent is to determine the interest in using school shuttle, the weight of the tariff factor (X1), capacity (X2) and travel time (X3). The data and information obtained were then analyzed by the Regression method using the help of the SPSS program software. This study provides an overview of the relationship model between interest-dependent variables (Y) using school shuttle transportation with tariff-free variables (X1), vehicle capacity (X2) and travel time (X3) as stated by the regression equation Y = 0.825 - 0.395X1 - 0.562X2 - 0.295X3 and the most dominant variable affecting the interest of parents of students to use shuttle (Carpooling) as a means of school transportation is the variable rate with an Exp (B) value of 1.43.

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