Garuda - Garba Rujukan Digital

Article Per Year (5 Year)

All

Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa

paduraksa
Website

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

9 10 11 12 13

PENAMBAHAN ABU DAUN BAMBU SEBAGAI SUBSTITUSI MATERIAL SEMEN TERHADAP KINERJA BETON Anita Intan Nura Diana; Subaidillah Fansuri; Dwi Deshariyanto
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Bamboo leaf ash has reactive properties that can react to hard and stiff materials. Based on research, through burning for 2 hours bamboo leaf ash has 75.9% silica. Based on the background, the purpose of this study is to determine the effect of bamboo ash as a mixture of cement on the performance of concrete. The method used in this research is the experimental method. Experiments were carried out on normal concrete with K 240 concrete quality which the variation of bamboo leaf ash is 0%, 3%, 5%, and 7% from the cement mixture and compressive strength test with a sample of 3 cube-shaped specimens measuring 15 x 15 x 15 cm at the age of 14 days. The data analysis technique used is linear regression using SPSS software. The results show the compressive strength value which is influenced by the variation of the mixture of bamboo leaf ash is Y = 13.871 + 0.419 X where x is the variation of the mixture and y is the compressive strength value of concrete. The value of t-test = 2.504 > t-table = 1.812 indicates a significant influence between the addition of variations in the mixture of bamboo leaf ash to compressive strength. The optimum variation was found in the proportion of bamboo ash mixture of 5% and 7%.

ANALISIS ANGGARAN BIAYA KESELAMATAN DAN KESEHATAN KERJA PROYEK KONSTRUKSI GEDUNG SMA N 2 ABIANSEMAL Ni Putu Indah Yuliana; Ni Kadek Sri Ebtha Yuni
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Salah satu upaya yang dilakukan oleh perusahaan jasa konstruksi untuk meminimalkan angka kecelakaan adalah melaksanakan sistem manajemen keselamatan dan kesehatan kerja (SMK3) konstruksi. Penyedia jasa konstruksi harus menyediakan biaya untuk keperluan K3 yang diambil dari total biaya proyek. Penelitian ini memiliki tujuan yaitu agar dapat diketahui besaran biaya keselamatan dan kesehatan kerja yang diperlukan juga perbandingannya antara peraturan dan lapangan. Penelitian dilaksanakan dalam bentuk survey dan wawancara dimana tahapan analisis data adalah menyusun daftar risiko yang terjadi, menilai risiko, mitigasi risiko, melakukan perhitungan biaya K3 dengan harga hasil survey toko dan harga Surat Edaran Nomor 11/SE/M/2019 (SE19) dan menghitung persentase biaya K3 terhadap kontrak. Hasil penelitian menunjukkan teridentifikasi 22 risiko kecelakaan dan keselamatan kerja dengan 14 risiko kategori rendah dan 8 risiko kategori sedang. Biaya K3 yang diperlukan bersadarkan harga satuan lapangan adalah sebesar Rp. 402,142,520.00 sedangkan biaya berdasarkan peraturan SE19 adalah Rp. 359,005,000.00. Biaya K3 harga lapangan lebih besar daripada biaya K3 harga SE19 dengan selisih 0.08% atau sebesar Rp. 43,137,520.00.

ANALISA PENANGANAN SEDIMENTASI DENGAN SEPASANG JETTY PADA MUARA SUNGAI SERAYU Novi Andhi Setyo Purwono; Iwan Rustendi; Fauzan Angga Musthafa; Rizka Riadianto
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

The estuary functions as a discharge from the river, especially when it floods into the sea. The movement of currents from the sea and also the flow of water from upstream causes sedimentation problems in the estuary. Jetty building planning is required for handling sediment at the estuary of the Serayu River, which is planned with 35721 m2 construction area of a pair Wind data analysis for 10 years is carried out using software WRPLOT, AUTOCAD, and Google Earth. Concrete quality for making tetrapod using concrete (f’c) 31.2 MPa. The tetrapods used have a weight, width, height of 7.6 tons, 2.69 m, and 2.24 m, respectively. Geotextiles used in the jetty building design are 44781.68 m long. Security of the Serayu River estuary requires two pairs of the jetty, the jetty to the right of the estuary requires 778 m length and 34.6 m width, while the jetty to the left of the estuary requires 560 m length and 34.6 m width. The budget plan for the construction of a jetty for handling sediment at the estuary of the Serayu River is IDR 438,708,114,000.00.

PRELIMINARY ANALYSIS ON THE SUCCESS OF COMMUNITY-BASED COMMUNITY ROAD PROGRAM RELATED TO COMMUNITY CHARACTERISTICS, IN PASURUAN CITY Hitapriya Suprayitno; Ayu Rahmaniyah; Eko Budi Santosa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

As a developing country, Indonesia still has a lot of urban slum areas. Ministry of Public Works and Public Housing create the KOTAKU program, City without Slum. To realize the KOTAKU objective, two projects were conducted the NSUP and the NUSP. Pasuruan City was given the NUSP-2 project, in 2016, covered 11 slum areas, dealt with community road, community sanitation, and community water supply. The success of the community road program had been evaluated. The program was relatively unsuccessful in a coastal area dominated by fisherman settlement. In the next to the coastal area dominated by supporting fishermen supporting an activity, the program was relatively fairly successful. While in urban slum areas dominated by middle-income families, the program was successful.

KAJIAN METODA PELAKSANAAN PEKERJAAN PONDASI BORED PILE PADA TAHAP PERENCANAAN PELAKSANAAN I Wayan Jawat; Putu Panji Tresna Gita; I Made Satria Dharmayoga
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Bored pile foundation is a pile foundation whose installation is done by drilling the soil first. This type of bored pile foundation is widely used in construction projects. The selected bore pile foundation is adjusted to the type of soil, terrain conditions, and the selected construction method. The construction method is the elaboration of procedures and works implementation techniques which are the core of all activities in the construction management system. For this reason, it is interesting to study the method of implementing the bore pile foundation at the planning stage of the implementation of the GOR Development project in Abiansemal, Badung. The implementation planning stage is an important activity in order to provide a more detailed picture of strategies and techniques for working efficiently and effectively in terms of time, quality and cost. The goal to be achieved in this research is to study the method of implementing the foundation at the planning stage of implementation. So that it can contribute to the development of knowledge about the application of the theory of the method of implementing the bore pile foundation and is information for those who are interested in further research. Based on the results of the study that the preparatory work begins with the determination of the pile center point and placement of bored pile devices. In drilling work using the wet drilling method volume 1105.00 m with a duration of 8 days. For the work of reinforcing the volume of 9309.61 kg and the duration of 13 days was preceded by the fabrication process and continued with the installation of reinforcement into the borehole. Casting is done using a pipe, volume 74.394 m³ with a duration of 11 days. Next, determine the pile cap and excavation work, followed by pile cap floor work with concrete fillings, volume 136.708 m³ for 6 days. As formwork using concrete blocks with a volume of 237.474 m² worked on for 14 days, followed by the formation of reinforcement and assembly of volume 5454.21 kg with a duration of 9 days and casting methods carried out manually with a volume of 117.632 m³ and a duration of 14 days.

ANALYSIS OF FACTORS THAT AFFECT TO INFRASTRUCTURE IMPROVEMENT OF SYUKURAN AMINUDDIN AMIR AIRPORT IN BANGGAI DISTRICT Sutrisno Mustaman; Fahira F; Nirmalawati
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

The airport is one of the important infrastructures in the air transportation field that functions to provide aircraft flight services so that there is a need for compatibility between the fleet and its infrastructure, in this case improving the infrastructure of Syukuranan Aminuddin Amir (SAA) Airport. The aim of this study is to analyze the factors that influence the improvement of the infrastructure of SAA Airport. The location of the study was conducted at the SAA Airport, Banggai Regency, Central Sulawesi Province. Data collection was carried out by distributing questionnaires to 120 respondent passengers on airplanes who use the SAA airport. Data analysis using factor analysis methods. The analysis result shows there are 11 factors that affect infrastructure improvement of SAA Airport is socio-economic, airport service quality, operator service quality, flight traffic demand, air transport service demand, air transportation mode selection, airport departure facility (waiting room) and airplane ticket purchase decisions, parking area and waiting room, flight schedule and potential regional commodity yields, service and process baggage handling, and transportation accessibility to the airport.

SIMULASI CURAH HUJAN BULANAN KOTA PALEMBANG DENGAN JARINGAN SYARAF TIRUAN Fadhila Firdausa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Rainfall is one of the important data used in the involvement of infrastructure development, irrigation, agriculture and others.The development of science and technology has reached the stage of progress towards the era of digitalization.Consequently new software is needed to support the progress of science and technology.One of the software that has been developed at this time is matlab software. The method used in the simulation is Artificial Neural Networks (ANN) which are analyzed using Matlab. Artificial Neural Network is a method that has the ability to imitate the input data entered into a simulation.Artificial Neural Networks has been widely used in research.Therefore in this research, it will use Artificial Neural Networks to process rainfall data Palembang city.Rainfall data used is monthly rainfall data from 2016 until 2018.In the results of research that has been carried out obtained the smallest error of 1.84% and stopped at 25000 epoch trial.The distribution of monthly rainfall data in the dry season affects the ANN simulation, causing an error to be large in the dry month.

ANALISIS ZONA SELAMAT SEKOLAH (ZoSS) DI KECAMATAN DENPASAR SELATAN (STUDI KASUS: SDN 5 PEDUNGAN DAN SEKOLAH HARAPAN) I Made Kariyana; I Komang Alit Astrawan Putra; I Nyoman Arta Wijaya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

SDN 5 Pedungan and Harapan School are schools in South Denpasar District which already have School Safety Zone (SSZ) facilities. The two schools are traversed by a fairly high traffic volume due to the large number of trip generation centers located along the road such as traders, education, and industry. This study aims to analyze the level of effectiveness of SSZ in both schools through which the traffic volume is quite high compared to other schools. The field survey was carried out by recording the vehicle travel time when crossing ZoSS at a distance of 100 m. The effectiveness level of SSZ was analyzed using Regulation of the Director General of Land Transportation in 2006, 2014, and 2018. The results of the analysis showed that the application of SSZ in South Denpasar District was not effective, the average percentage of vehicles compliant when crossing SSZ for SDN 5 Pedungan was 42.67%, which means that SSZ is quite effective and Hope School is 32.34% which means SSZ is less effective.

STUDI PELAYANAN DAN FASILITAS TERMINAL PENUMPANG BANDAR UDARA DI IBUKOTA PROVINSI KALIMANTAN UTARA Achmad Zultan Mansur; Budi Setiawan; Khayrunisyah Yahya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

North Kalimantan Province has only one domestic airport in the city of Tanjung Selor called Tanjung Harapan. Therefore the standard of services and facilities provided by the airport management must be in accordance with standards that are able to create a comfortable and conducive atmosphere. This research uses descriptive analysis method and IPA (Importance Performance Analysis) analysis method, in this analysis there are 36 attributes or indicators that serve as a benchmark in determining passenger satisfaction with services provided at Tanjung Harapan airport terminal. The purpose of this study is to determine the standard level of passenger terminal services and determine the level of passenger satisfaction with airport terminal services. The results of research on Terminal Services Standards According to PM. Number 178 of 2015 states that the results of the assessment of the facilities of the departure and arrival process scored 75 with the title "B" (very good). The IPA (Importance Performance Analysis) method on passenger satisfaction there are 5 attributes in quadrant I (top priority), 17 attributes in quadrant II (maintain performance), 10 attributes in Kudran III (low priority), and 4 attributes in quadrant IV (excessive).

ANALISIS KARAKTERISTIK DAN BIAYA KECELAKAAN LALU LINTAS DI KABUPATEN JEMBER Karina Dea Puspita; Willy Kriswardhana; Nunung Nuring Hayati
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 2 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Jember regency has a population that is increasing every year, causing traffic density. However, the facilities did not get so much improvement as the population did, therefore the number of traffic accidents increased. A traffic accident has an impact to increase the amount of poverty because there is so much cost to spend, either cost for when the accident happened or after the accident happened for healing cost. This study aims to analyze the characteristics and costs of traffic accidents to reduce the number of traffic accidents in Jember using the Gross Output (Human Capital) method. The results of the Gross Output (Human Capital) method obtained the cost of accident victims in Jember for three years (2017-2019) of IDR 162,010,233,179 and the cost of traffic accidents in Jember for three years (2017-2019) of IDR 192,779,704,983.

Page 11 of 22 | Total Record : 211

9 10 11 12 13

Filter by Year

2014 2024

Filter By Issues

All Issue Vol. 13 No. 1 (2024) Vol. 12 No. 2 (2023) Vol. 12 No. 1 (2023) Vol. 11 No. 2 (2022) Vol. 11 No. 1 (2022) Vol. 10 No. 2 (2021) Vol. 10 No. 1 (2021) Vol. 9 No. 2 (2020) Vol. 9 No. 1 (2020) Vol. 8 No. 2 (2019) Vol. 8 No. 1 (2019) Vol. 7 No. 2 (2018) Vol. 7 No. 1 (2018) Vol. 6 No. 2 (2017) Vol. 6 No. 1 (2017) Vol. 5 No. 2 (2016) Vol. 5 No. 1 (2016) Vol. 4 No. 2 (2015) Vol. 4 No. 1 (2015) Vol. 3 No. 2 (2014) Vol. 3 No. 1 (2014) More Issue

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

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

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

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

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