Borneo Engineering : Jurnal Teknik Sipil
Borneo Engineering: Jurnal Teknik Sipil (ISSN Online 2581 - 1134) diterbitkan dua kali dalam setahun, pada bulan Juni dan Desember . Artikel tersebut dapat berupa produk penelitian , pemikiran ilmiah atau studi kasus dalam teknik sipil.
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<![CDATA[Analisis SWOT Pemilihan Material Dinding Bata Merah dan Bata Ringan di Penajam Paser Utara ]]>
<![CDATA[Hendriyani, Irna]]>;
<![CDATA[Marini, Andi]]>;
<![CDATA[Intan Putri, Nur]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 1, Juni 2018 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v2i1.609
<![CDATA[Infrastructure contruction has expanded in Penajam Paser Utara brought the effect of wall materials. Nowdays, Building construction with light brick preferably as an alternative than red brick it self. The aim of this research is to conduct SWOT Analysis between light brick and red brick in construction build in Penajam Paser Utara. According to question form that was spread in to local government has shown the results, The red brick sited in forth coordinate (quadrant) compare with light brick in second quadrant. This quadrant position provide using light bricks preferably were been selected than common red brick]]>
<![CDATA[nalisis Kuat Tarik Kayu Menggunakan PKKNI 1961 dan SNI 7973:2013 ]]>
<![CDATA[Hernadi, Ahmad]]>;
<![CDATA[Prasetya, Noerman Adi]]>;
<![CDATA[Aidil, Rahcmad]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 1, Nomor 2, Desember 2017 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v1i2.603
<![CDATA[Use of wood construction in Indonesia is decrease significant than concrete and steel. While it is, government by National Standardization Corporation (BSN) had been published Indonesian National Standard about Wood Construction Design Spesification with code SNI 7973:2013. This code absolutly influential the old code which is PKKNI 1961. SNI 7973:2013 is regulate about Load esistance Factor Design (LRFD) and Allowable Stress Design (ASD), while PKKNI 1961 just use ASD method. In case SNI 7973:2013 have been use ASD, but it is different to PKKNI 1961. This research is would to find the different betwen SNI 7973:2013 and PKKNI 1961 to tension member with dimention 5/10, 6/12, 8/12 and 10/10. Result of research to tension member show that LRFD 100%, ASD 65,1% and PKKNI 111,4%.]]>
<![CDATA[Penggunaan Resistivity Meter Berbasis Boost converter Untuk Identifikasi Batuan Dasar Pancang Pondasi Bangunan di Pulau Tarakan ]]>
<![CDATA[Muis Prasetia, Abdul]]>;
<![CDATA[Aidil, Rachmad]]>;
<![CDATA[Faizal, Rahmat]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 2, Desember 2018 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v2i2.620
<![CDATA[The strength of the building foundation is strongly influenced by the type of soil layer that used as a foundation laying place. The higher the building to be built, the stronger the foundation to be made. This research was conducted to identify the bedrock of the existing soil layer in Tarakan City by using a boost converter-based resistivity meter with aim to minimize the impact of building damage caused by soil structure. Boost converter is a step-up DC-DC converter. Boost converter is able to produce an output voltage value greater than the input voltage without the need of transformer. The boost converter design is started by determining parameter based on the needs of resistivity meter. Resistivity data acquisition has been conducted at several points in Universitas Borneo Tarakan by using the Schlumberger configuration. Data processing has been done by using a matching curve. The results of the interpretation of the processing of geoelectric data are 4 soil layers with a depth of 12 meters. In the geoelectric estimation investigation area has a type of resistance between 6.08 -169.79 Ohm-meters. The layer that is expected to act as a bedrock is sand at a depth of 13.81 meters and sandstone sand at a depth of ± 8 meters, with these conditions, the construction of a foundation for the construction of lightweight buildings can already be built]]>
<![CDATA[Analisis Pengaruh Aksesibilitas Ruas Jalan Yos Sudarso, Jalan Jendral Sudirman, dan Jalan Mulawarman Terhadap Nilai Jual Lahan di Kota Tarakan ]]>
<![CDATA[Zultan M, Achmad]]>;
<![CDATA[Sariyanto, Eko]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 1, Nomor 2, Desember 2017 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v1i2.598
<![CDATA[One of the steps that taken by the Government of Tarakan City in supporting the development of the city is by the way of developing transportation of infrastructure in the form of a road network that aims to provide accessibility, for making it easier for people to do the movement. This study aims to find out the sale value of land for connection with the accessibility of the road and to know the accessibility factor of the road that has the most influence on the sale value of land in the city of Tarakan. Sampling was conducted on three streets namely, Yos Sudarso road, Mulawarman road, and Sudirman road as the location of this research. From the data that obtained were analyzed by using statistical analysis that using by multiple regression. For this analysis shows that the results of 70.6% of the variable sale value of land can be explained by the intensity variable of city transportation. The most influential accessibility factor of the sale value of land is the intensity of city transportation, which every addition of public transportation 8 vehicle / hour will increase the sale value of land amounted to Rp. 394,527.40 per m².]]>
<![CDATA[Penentuan Kelompok Jaringan Logistik pada Wilayah Kepulauan menggunakan Fuzzy C-Means ]]>
<![CDATA[Tri Kismanti, Sinta]]>;
<![CDATA[Ard Maidah, Andi]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 2, Desember 2018 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v2i2.615
<![CDATA[Indonesia as the island nation with territorial waters is one of the modes of transportation. For this condition, most of activities are conducted in marine, such as logistics distribution. The movement of logistics distribution will result in a movement pattern of the logistic. Determination of the optimal pattern of logistics movement network can support the smooth distribution system. Determination of logistic network patterns is done by clustering using Fuzzy C-means, clustering aims to get island groups in adjacent locations. The clustering process using Fuzzy C-Means obtained that the number of clusters as many as 3 clusters showed better results compared to the number of clusters 4 and 5.]]>
<![CDATA[Analisis Pengawasan Ketenagakerjaan Jasa Konstruksi Terhadap Keselamatan Jasa Konstruksi (Studi Kasus pada Dinas Tenaga Kerja dan Transmigrasi Provinsi Kalimantan Utara) ]]>
<![CDATA[Masir, Masir]]>;
<![CDATA[Abidin, Zainal]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 1, Juni 2018 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v2i1.610
<![CDATA[The existence of a tendency of violations that are often done by contractors requires an effort to increase labor inspection. With the existence of an appropriate pattern of labor inspection by government employee of labor inspector in construction service sector then every execution of a work can be executed according to rule so that it can run well and according to what we expected. The objectives of this research was to know the effect of labor inspection to the safety of construction services in the Office of Manpower and Transmigration of North Kalimantan Province. Data collection technique used was questionnaires. The data collected in this research consisted of primary and secondary data, This resesearch was done through questionnaire technique. The samples in this study were 20 respondents from Office of Manpower and Transmigration of North Kalimantan Province in the field of labor inspection. Data obtained was scored into Likert method and then analyzed by SPSS program. The results showed that there was a positive relationship between Labor Inspection with Work Safety, which can be explained in the form of linear regression equation i.e.: Y = 32.128 + 0.250 X, with the coefficient of determination (R 2 ) was 0.173 and coefisient of correlation (r)was 0.42.]]>
<![CDATA[Optimalisasi Pekerjaan Pemindahan Tanah Pada Proyek Embung Begawan Kota Tarakan Dengan Model Antrian ]]>
<![CDATA[Setiawan, Budi]]>;
<![CDATA[Hermanto, Hermanto]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 1, Nomor 2, Desember 2017 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v1i2.605
<![CDATA[The Embung Bengawan Project in Tarakan City has several jobs requiring heavy equipment including mechanical soil removal activities. Activity of mechanical soil movement is a series in work of loading and transportation equipment. In order to achieve optimal mechanical soil removal targets, it is necessary to know the performance of the machine during the mechanical soil removal process. The optimization of production is the way to obtain production that is in accordance with optimal conditions of mechanical devices. This paper discusses the optimization of dump truck queue time and the number of dump trucks. Performance calculation tool using the method of production capacity of the tool, and calculate the optimal queue using the Queue Model method. Calculation using queuing model method obtained by result of time required by 3 excavator unit and with combined amount of dump truck will give result of cost equal to Rp 48,097,711 / day, and dump truck waiting time in queue to 1 minute. Then the optimal time is obtained by operating 3 units of excavators with a cost difference of Rp 3,572,826 / day from the real condition of the field that operates 2 excavator units]]>
<![CDATA[Analisa Pemilihan Moda Transportasi Umum Rute Tanjung Karang – Bandara Radin Inten II Dengan Stated Preference dan Uji Crame’s V ]]>
<![CDATA[Nadi, Muhammad Abi Berkah]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 2, Desember 2018 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v2i2.621
<![CDATA[Radin Inten II Airport is a national flight in Lampung Province. In this study using the technical analysis stated preference which is the approach by conveying the choice statement in the form of hypotheses to be assessed by the respondent. By using these techniques the researcher can fully control the hypothesized factors. To determine utility function for model forecasting in fulfilling request of traveler is used regression analysis with SPSS program. The analysis results obtained that the passengers of the dominant airport in the selection of modes of cost attributes than on other attributes. From the result of regression analysis, the influence of independent variable to the highest dependent variable is when the five attributes are used together with the R square value of 8.8%. The relationship between cost, time, headway, time acces and service with the selection of modes, the provision that states whether or not there is a decision. The significance of α = 0.05 with chi-square. And the result of Crame's V test average of 0.298 is around the middle, then the relationship is moderate enough.]]>
<![CDATA[Perencanaan dinding penahan tanah untuk menanggulangi kelongsoran pada kompleks peternakan ayam di Kecamatan Kandangan, Kediri, Jawa Timur ]]>
<![CDATA[K. Wardani, Mila]]>;
<![CDATA[T. Nuciferani, Felicia]]>;
<![CDATA[F.N. Aulady, Mohamad]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 2, Desember 2018 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v2i2.616
<![CDATA[Landslide one of the natural disasters that caused many victims. Therefore, the landslide need a construction that can withstand landslide force. This study aims to plan retaining walls to prevent landslides in the farm area in Kandangan Subdistrict, Kediri Regency. The method used is to use slide analysis which is used to plan the retaining wall. In addition the planning of soil containment walls u ses several methods as a comparison. The results of this study indicate that the planning of ordinary soil retaining walls is still not enough to overcome slides. The minimum SF value that meets the safe limit of landslide prevention is 1.541 in the combination of 1/3 H terracing and the number of gabions as many as 7 with a total height of 2- 3 m .]]>
<![CDATA[Studi Kinerja Ruas Jalan Arteri Terhadap Pengaruh Hambatan Samping Pada Ruas Jalan Yos Sudarso di Kota Tarakan ]]>
<![CDATA[Zultan M, Achmad]]>;
<![CDATA[Kamsiah, Kamsiah]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 1, Juni 2018 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v2i1.611
<![CDATA[Side friction is a towards the flow roadway at an internode road which is able to cause a conflict and has big effect for the activities in roadway. Side frictions which were effected the capacity and pedestrians in city road were pedestrians, transportations which stopped, slow transportations (bicycle, wheelborrow, etc) and transportations which were went in and out from the side internode road. The purpose of this research is to find out the significant effect of side friction toward the road performance. After several stages in collecting the data and data analysis using method (MKJI 1997), it can be concluded that the effect of side friction toward the performance at Yos Sudarso street for the relation between road volume with side friction which has the highest correlation score was transportations which were went in and out at 0,260. Meanwhile, the relation of rapidity transportations with side friction which has the highest correlation score was the transportations which stopped at 0,495. The factor that effected the internode performance at Yos Sudarso was the side friction which has the highest score after the transportations which went in and out started at 17.00 – 18.00pm, so the total was 1.278,90.]]>
