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Borneo Engineering: Jurnal Teknik Sipil
Published by Universitas Borneo Tarakan
ISSN : 25811134     EISSN : 26857553     DOI : https://doi.org/10.35334/be.v9i3
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Focus and Scope Borneo Engineering : Structural Engineering, Transportation Engineering, Water Resources, Geotechnical Engineering and Construction Management
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 7 Documents
 1 
Search results for , issue "Volume 3, Nomor 1, Juni 2019" : 7 Documents clear
Aplikasi Weigh in Motion Menggunakan Metode Estimasi Untuk Mengukur Beban dan Kecepatan Kendaraan Bergerak Syarif, Iif Ahmad; Muis Prasetia, Abdul
Borneo Engineering : Jurnal Teknik Sipil 2019: Volume 3, Nomor 1, Juni 2019
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (343.974 KB)

Abstract

Humans as users of transportation modes, of course, want the ability of vehicles that are able to carry as much cargo as possible and on the fastest trip. This condition often results in the vehicle carrying the maximum load even exceeding the carrying capacity. On this basis and to maximize the results of data collection in the form of traffic volumes and vehicle loads, it is necessary to attempt to check the load of vehicles or trucks passing through the road without causing queues and congestion. To that can be done using a dynamic weighbridge which utilize methods of Weigh In Motion (WIM). The WIM system is equipped with the ability to measure vehicle loads when the truck runs at a certain speed through sensors placed below the road surface. The results showed that the WIM prototype can measure the speed and weight of the vehicle running successfully, the measurement results of running vehicle loads have an average error of 14.9%.
Penentuan Parameter Rangkak pada Bentonit sebagai Bahan Penyangga (Buffer Material) dengan Uji Geser Langsung I.D. Syafiarti, Arintha; Wei-Hsing, Huang; Chung, Chung Chih-
Borneo Engineering : Jurnal Teknik Sipil 2019: Volume 3, Nomor 1, Juni 2019
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1174.135 KB)

Abstract

A preliminary research to investigate the creep behavior of bentonite as buffer material in a high-level nuclear or radioactive waste disposal hole as bentonite needs to maintain the stability of the waste canister for a long time, to avoid the displacement caused by the weight of the canister itself and the thermal, hydrological, mechanical and chemical (THM-C) processes of the near filed. The increase of bentonite time-dependent strain or creep needs to be taken into account for the safety of the disposal hole. The creep parameters obtained from the angular strain rate equation, through stress-controlled direct shear test using compacted SPV200 bentonite samples. The test results show an increase in angular strain rate with increasing of the applied stress.
Analisis Karakteristik Penggunaan Moda Akses Bandara Internasional Yogyakarta El Hafizah, Nafilah; Hidayat, Erwin
Borneo Engineering : Jurnal Teknik Sipil 2019: Volume 3, Nomor 1, Juni 2019
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (558.494 KB)

Abstract

The new Yogyakarta International Airport began operations with an airport area of 645.63 hectares with a capacity of 14 million passengers a year. Access to the Yogyakarta international airport is distributed to 4 routes to the airport at Wates national road, Karangnongko road, the Southern Cross Road, Daendels road which is using the railroad mode. This study uses revealed preference analysis which is the approach by conveying a fact choice statement to be given an assessment by the respondent. The sample collection is assumed by the peak passenger of the Adisucipto airport, because the Yogyakarta International Airport is recently opened. It is expected to be able to represent demand predictions at the Yogyakarta International airport in the future. The results of the questionnaire were then processed by using statistical analysis to determine the factors that influence the selection of transportation modes to and from the airport. In research, the factors that influence mode choice are travel costs, travel time, travel distance, and generalized costs. The results illustrate that prospective air transport users are more dominant in choosing travel cost attributes compared to other attributes that influence. With the coefficient of determination is 0.528 and the results of data analysis for the selection of mode of transportation using private vehicles is 57% and public transportation is 43%..
Pengaruh Perbedaan Elevasi Muka Air Tanah Pada Pondasi Telapak Berdasarkan Studi Numerik Iman, Miftahul; Aminullah, Aminullah
Borneo Engineering : Jurnal Teknik Sipil 2019: Volume 3, Nomor 1, Juni 2019
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (437.816 KB)

Abstract

The south Kalimantan Province has various soil characteristic, the difference of ground water level included . Experimental modeling of foot plate foundations in various ground water level is too difficult to be performed. There were so many variables that need to be evaluated in the modeling. The numerical model was based on finite element method such in Abaqus allowed the modeling of foot plate foundations with the various of ground water level. This study modeled the foot plate foundation structure where located on various ground water level by giving variations of the effect of water level to the elevation of the foundation. Water level variations are determined successively below the foundation elevation, the same as the foundation elevation and above the foundation elevation. The analysis performed is static structure analysis with idealization of 2D shell idealization. The result of the research showed that the ground water level effect the stress and deformation of soil closed to foundation elevation. The stress had been evaluated at the base of the foundation for each ground water level difference correspondently 16,53 MPa, 9.34 MPa and 3.59 MPa. The lowest stresses was occured in ground water elevation above the foundation elevation (78.28%).
IDENTIFIKASI VARIABEL RISIKO PADA PENINGKATAN JALAN BINALATUNG DI KOTA TARAKAN DARI PERSPEKTIF OWNER Aidil, Rachmad; Prihartanto, Eko
Borneo Engineering : Jurnal Teknik Sipil 2019: Volume 3, Nomor 1, Juni 2019
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (357.957 KB)

Abstract

Road improvements in the city of Tarakan are mostly carried out to support people's welfare. roads in coastal areas in general are far from good, this is seen from the difficulty of access. the coastal area of the city of Tarakan is very dependent on land transportation facilities to meet their daily needs. this research was taken from a road improvement project, so that risks will be observed from the point of view of the Public Works and Spatial Planning Service as the project owner. The methodology used is conducting questionnaires and interviews. respondents from this study were the Public Works and Spatial Planning Service. with the type of qualitative description research. The results obtained in this study were in the form of risk identification that occurred during the road improvement project on the binalatung road in Tarakan City which had 93 overall risk variables after the method of analyzing probability and statistical relevance obtained a risk event rank of 35 variables.
Identifikasi Faktor yang Mempengaruhi Pemilihan Rumah oleh Aparatur Sipil Negara Dinas Kesehatan dan Dinas Pariwisata – Kebudayaan Kabupaten Magelang Alrizal, Fahmi F.
Borneo Engineering : Jurnal Teknik Sipil 2019: Volume 3, Nomor 1, Juni 2019
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (686.747 KB)

Abstract

Home needs by humans for shelter, gathering,  family activities as well as investment goods are very necessary. However, in the process of home ownership many criteria are determined, especially in terms of income. Even those who have fixed income such as Civil Servant are not necessarily easy to choose and own their own homes. Many factors must be considered such as internal and external factors in choosing a house that will affect home ownership. To find out what factors are affecting in the decision to choose home using statistical analysis with a case study at the civil servant in Departement of Health and the Tourism-Culture of Magelang District. Based on statistical analysis, the results of the variable validity and reliability test meet the requirements. Then through testing the normality of normal distribution data. Looking for equations with multiple linear regression then hypotesis in the t test shows that internal and external variables together influence the decision to choose a house. While the f test shows a significance of <0.05, this means that the internal and external variables together have a positive effect on the decision to choose a house. Whereas the factors that are affecting in choosing a house are functional and effective house plans.
Studi Analisis Fasilitas Jembatan Penyeberangan Orang di Kota Tarakan Nawir, Daud; Rusmiyanti, Rusmiyanti
Borneo Engineering : Jurnal Teknik Sipil Volume 3, Nomor 1, Juni 2019
Publisher : Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (713.979 KB) | DOI: 10.35334/be.v3i1.919

Abstract

The provision of crossing facilities which is a Pedestrians Bridge In Tarakan city, was first built.This research was to aim of knowing the crossing facilities that are in accordance with the location conditions of the research study, both technically and in a special standard design, knowing the level of performance of the Pedestrians Bridge Facility for pedestrians. Data analysis of the number of vehicle volumes (V) is 5126 vehicles / hour and pedestrian volume (P) is 66 people / hour using the PV 2 formula 1728882386.2. Through Determination of crossing facilities on Yos Sudarso, in front of Grand Tarakan Mall, only requires Pelican with a protector or Pelican Crossing along with a waiting stall that has the criteria for the number P = 50 - 1100 people / hour, V > 700 vehicles / hour and PV2 > 2x10 8. For the bridge design, found on the standard for building stair height, did not meet the standards, which was 1.35 meters, while the height of the backrest in the field was 1.15 - 1.20 meters. The level of The Pedestrian Bridge use was 68.77% and could be stated as beneficial. The results of the questionnaire were obtained on the Cartesian diagram in quadrant 1, which is the main priorities that must be improved in the Pedestiran Bridge services are the ease of access for persons with disabilities and the hygiene care of the Pedestrian Bridge?s facilities.

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