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<![CDATA[KINERJA PARKIR DAN TINGKAT KEPUASAN PENGGUNA JASA LAHAN PARKIR PADA STASIUN KERETA API RAMBIPUJI (DAOP IX JEMBER) ]]>
<![CDATA[Vidiyanto, Fadhil Aditya Putra]]>;
<![CDATA[Gunasti, Amri]]>;
<![CDATA[Irawati, Irawati]]>
<![CDATA[ HEXAGON Vol 4, No 2 (2019): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v4i2.3567
<![CDATA[Infrastructure repair railway station was a special transportation infrastructure or separated by ground transportation network system to another. Train services badly needed community as economical transport compared with other transport. Rambipuji station is class II stations included in the operating Area IX Jember. At the train station in improving service required spatial or good facilities. Such as parking spaces for vehicles, a passenger waiting room, warehouse loading and unloading of goods as well as other facilities. The purpose of this research is to know the characteristics and performance of service knowing parking spaces Rambipuji station. In this research, to know the characteristics of parking in Rambipuji station is by using methods of observation and analysis calculation, while to know the level of satisfaction of parking lot users using Quisioner method Service Quality. In both these methods, all have a portion of its interests. The method of observation and analysis of calculations is used to know all the characteristics of parking available at Rambipuji station, while Quisioner Service Quality method is for the measurement of the preconception of users of parking Conducted by spreading Quisioner to 49 respondents to know the value of expectations and actual value of Performance received by train passengers Rambipuji.]]>
<![CDATA[EVALUASI KINERJA SIMPANG TIGA TAK BERSINYAL DI JALAN RAYA LUMAJANG – PROBOLINGGO DESA KEBONAN KEC. KLAKAH KAB. LUMAJANG ]]>
<![CDATA[Prasetyo, Faisol Dwi]]>;
<![CDATA[Hamduwibawa, Rofi Budi]]>;
<![CDATA[Abadi, Taufan]]>
<![CDATA[ HEXAGON Vol 4, No 2 (2019): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v4i2.3568
<![CDATA[A road intersection is a point where various movements carried out by people with vehicles and without vehicles (pedestrians) meet which are not in the same direction. The intersection of the three being studied is on the Raya Probolinggo - Lumajang road near the Klakah gas station. This intersection is a three-way intersection that has a fairly large traffic flow and is passed by various types of motorized and non-motorized vehicles. fuel filling line. The purpose of this study is to reevaluate the performance of roads and intersections with no signal, to analyze the performance of roads and intersections for the next 5 years, and to analyze problem solving that occurs on these roads.]]>
<![CDATA[EVALUASI KAPASITAS STRUKTUR GEDUNG MEOTEL BY DAFAM JEMBER DENGAN METODE PUSHOVER ANALYSIS ]]>
<![CDATA[Wardhani, Ajeng Safira Kusuma]]>;
<![CDATA[Priyono, Pujo]]>;
<![CDATA[Manggala, Adhitiya Surya]]>
<![CDATA[ HEXAGON Vol 4, No 2 (2019): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v4i2.3563
<![CDATA[The territory of Indonesia, including areas prone to disasters, especially geological natural disasters, is caused by Indonesia's position located at the confluence of 3 (three) world tectonic plates. One of the geological natural disasters that often occurs in Indonesia is an earthquake. The Meotel by Dafam Jember building deserves to be analyzed by the pushover analysis method because it is a multi-storey building that is 10 floors so it must have earthquakeresistance as tectonic activity increases in Indonesia. The study was conducted with the help of SAP2000 v.20 software. Through the ATC-40 curve, the target value of the displacement target and the base shear force in the X direction at the control point of the performance point in the modelling are displacements of 0.075 m and the base shear of 7338.716 kN. The value of the roof drift ratio X direction of 0.1928% is included in the Immediate Occupancy category. The results of the pushover analysis on the structure of Meotel by Dafam Jember show the performance of the building at the level of Immediate Occupancy (IO).]]>
<![CDATA[STUDI PERKUATAN GEOTEXTILE PADA LERENG DENGAN VARIASI KEMIRINGAN DAN JARAK PONDASI DANGKAL MELALUI PEMODELAN DI LABORATORIUM ]]>
<![CDATA[Yodha, Edo Caraka]]>;
<![CDATA[Alihudien, Arief]]>;
<![CDATA[Priyono, Pujo]]>
<![CDATA[ HEXAGON Vol 4, No 2 (2019): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v4i2.3565
<![CDATA[Indonesia is a country in a period of growing development where the infrastructure is built not off of the ground inclined plane or slope, such as housing construction and the manufacture of the Embankment to the road Toll. Responding to the incident the author conducted the analysis of stability of slopes with and without reinforcement through modeling in the laboratory. There are several types of soil reinforcement, use reinforcement Geotextile, the use of a Geotextile can increase the stability of the slope. This study aims to determine the stability of the slopes against the influence of the three variations of the distance of loading a shallow foundation and three variations of the slope. Testing in this study are divided into 2 kinds of models, namely: (1) Testing the Model I is test 2 variations of the distance of loading and 3 variations of the slope of the ground without the use of reinforcement Gotextile Woven (2) Testing the Model II is a test of the 2 variations of the distance of loading and 3 variations of the slope of the land with the use of reinforcement Gotextile Woven. In a review of 3 (three) variations of the slope, namely: 45º, 50º, and 60º, as well as 2 (two) variations of the distance of the load acting on the slope, namely: 4 cm and 7 cm. On the modeling of the soil before repaired using Geotextile can be seen that the smaller the angle kelerengannya, then the power capacity of the soil is correlated with soil stiffness is of great value. While the modeling of soil after repaired using Geotextile the smaller the angle kelerengannya, then the power capacity of the soil is correlated with the stiffness of the soil of little value. On the modeling of the soil before repaired using Geotextile can be seen that the farther the distance of loading from the lips of the slopes, then the power capacity of the soil is correlated with soil stiffness is of great value. While the modeling of soil after repaired using Geotextile the greater the distance of loading from the lips of the slopes, then the power capacity of the soil is correlated with the stiffness of the soil of little value. Can in the analogy that the repair of soil slopes using Geotextile has the properties memperkaku the land where the greater the angle of the slope then the more rigid.]]>
<![CDATA[KAJIAN PEMASANGAN GIRDER JEMBATAN TOL PORONG – GEMPOL TERHADAP PENYIMPANGAN NILAI REAKSI DAN JARAK ANTAR GIRDER SESUAI BROSUR PT.WIKA ]]>
<![CDATA[Winoto, Ery Prasetyo Hadi]]>;
<![CDATA[Priyono, Pujo]]>;
<![CDATA[K, Totok Dwi]]>
<![CDATA[ HEXAGON Vol 4, No 2 (2019): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v4i2.3566
<![CDATA[The existence of toll roads cannot be separated from the emergence of a need so that road public facility providers have become economically valuable. The prestressed girders built on the Porong - Gempol toll bridge are in fact quite effective because in addition to concrete it can bear a bigger load than before and can reduce its own weight and cross-sectional size. In the next case, the girder of the Porong-Gempol Toll Road is greater than CTC which is contained in the brochure of the company itself]]>
<![CDATA[STUDI PERKUATAN GEOTEXTILE PADA LERENG DENGAN VARIASI KEMIRINGAN DAN JARAK PONDASI DANGKAL MELALUI PEMODELAN DI LABORATORIUM ]]>
<![CDATA[Edo Caraka Yodha]]>;
<![CDATA[Arief Alihudien]]>;
<![CDATA[Pujo Priyono]]>
<![CDATA[ HEXAGON Vol 4, No 2 (2019): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v4i2.3565
<![CDATA[Indonesia is a country in a period of growing development where the infrastructure is built not off of the ground inclined plane or slope, such as housing construction and the manufacture of the Embankment to the road Toll. Responding to the incident the author conducted the analysis of stability of slopes with and without reinforcement through modeling in the laboratory. There are several types of soil reinforcement, use reinforcement Geotextile, the use of a Geotextile can increase the stability of the slope. This study aims to determine the stability of the slopes against the influence of the three variations of the distance of loading a shallow foundation and three variations of the slope. Testing in this study are divided into 2 kinds of models, namely: (1) Testing the Model I is test 2 variations of the distance of loading and 3 variations of the slope of the ground without the use of reinforcement Gotextile Woven (2) Testing the Model II is a test of the 2 variations of the distance of loading and 3 variations of the slope of the land with the use of reinforcement Gotextile Woven. In a review of 3 (three) variations of the slope, namely: 45º, 50º, and 60º, as well as 2 (two) variations of the distance of the load acting on the slope, namely: 4 cm and 7 cm. On the modeling of the soil before repaired using Geotextile can be seen that the smaller the angle kelerengannya, then the power capacity of the soil is correlated with soil stiffness is of great value. While the modeling of soil after repaired using Geotextile the smaller the angle kelerengannya, then the power capacity of the soil is correlated with the stiffness of the soil of little value. On the modeling of the soil before repaired using Geotextile can be seen that the farther the distance of loading from the lips of the slopes, then the power capacity of the soil is correlated with soil stiffness is of great value. While the modeling of soil after repaired using Geotextile the greater the distance of loading from the lips of the slopes, then the power capacity of the soil is correlated with the stiffness of the soil of little value. Can in the analogy that the repair of soil slopes using Geotextile has the properties memperkaku the land where the greater the angle of the slope then the more rigid.]]>
<![CDATA[KAJIAN PEMASANGAN GIRDER JEMBATAN TOL PORONG – GEMPOL TERHADAP PENYIMPANGAN NILAI REAKSI DAN JARAK ANTAR GIRDER SESUAI BROSUR PT.WIKA ]]>
<![CDATA[Ery Prasetyo Hadi Winoto]]>;
<![CDATA[Pujo Priyono]]>;
<![CDATA[Totok Dwi K]]>
<![CDATA[ HEXAGON Vol 4, No 2 (2019): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.32528/hgn.v4i2.3566
<![CDATA[The existence of toll roads cannot be separated from the emergence of a need so that road public facility providers have become economically valuable. The prestressed girders built on the Porong - Gempol toll bridge are in fact quite effective because in addition to concrete it can bear a bigger load than before and can reduce its own weight and cross-sectional size. In the next case, the girder of the Porong-Gempol Toll Road is greater than CTC which is contained in the brochure of the company itself]]>
<![CDATA[KINERJA PARKIR DAN TINGKAT KEPUASAN PENGGUNA JASA LAHAN PARKIR PADA STASIUN KERETA API RAMBIPUJI (DAOP IX JEMBER) ]]>
<![CDATA[Fadhil Aditya Putra Vidiyanto]]>;
<![CDATA[Amri Gunasti]]>;
<![CDATA[Irawati Irawati]]>
<![CDATA[ HEXAGON Vol 4, No 2 (2019): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
Show Abstract
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DOI: 10.32528/hgn.v4i2.3567
<![CDATA[Infrastructure repair railway station was a special transportation infrastructure or separated by ground transportation network system to another. Train services badly needed community as economical transport compared with other transport. Rambipuji station is class II stations included in the operating Area IX Jember. At the train station in improving service required spatial or good facilities. Such as parking spaces for vehicles, a passenger waiting room, warehouse loading and unloading of goods as well as other facilities. The purpose of this research is to know the characteristics and performance of service knowing parking spaces Rambipuji station. In this research, to know the characteristics of parking in Rambipuji station is by using methods of observation and analysis calculation, while to know the level of satisfaction of parking lot users using Quisioner method Service Quality. In both these methods, all have a portion of its interests. The method of observation and analysis of calculations is used to know all the characteristics of parking available at Rambipuji station, while Quisioner Service Quality method is for the measurement of the preconception of users of parking Conducted by spreading Quisioner to 49 respondents to know the value of expectations and actual value of Performance received by train passengers Rambipuji.]]>
<![CDATA[EVALUASI KINERJA SIMPANG TIGA TAK BERSINYAL DI JALAN RAYA LUMAJANG – PROBOLINGGO DESA KEBONAN KEC. KLAKAH KAB. LUMAJANG ]]>
<![CDATA[Faisol Dwi Prasetyo]]>;
<![CDATA[Rofi Budi Hamduwibawa]]>;
<![CDATA[Taufan Abadi]]>
<![CDATA[ HEXAGON Vol 4, No 2 (2019): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
Show Abstract
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Download Original
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Original Source
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DOI: 10.32528/hgn.v4i2.3568
<![CDATA[A road intersection is a point where various movements carried out by people with vehicles and without vehicles (pedestrians) meet which are not in the same direction. The intersection of the three being studied is on the Raya Probolinggo - Lumajang road near the Klakah gas station. This intersection is a three-way intersection that has a fairly large traffic flow and is passed by various types of motorized and non-motorized vehicles. fuel filling line. The purpose of this study is to reevaluate the performance of roads and intersections with no signal, to analyze the performance of roads and intersections for the next 5 years, and to analyze problem solving that occurs on these roads.]]>
<![CDATA[EVALUASI KAPASITAS STRUKTUR GEDUNG MEOTEL BY DAFAM JEMBER DENGAN METODE PUSHOVER ANALYSIS ]]>
<![CDATA[Ajeng Safira Kusuma Wardhani]]>;
<![CDATA[Pujo Priyono]]>;
<![CDATA[Adhitiya Surya Manggala]]>
<![CDATA[ HEXAGON Vol 4, No 2 (2019): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
Show Abstract
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DOI: 10.32528/hgn.v4i2.3563
<![CDATA[The territory of Indonesia, including areas prone to disasters, especially geological natural disasters, is caused by Indonesia's position located at the confluence of 3 (three) world tectonic plates. One of the geological natural disasters that often occurs in Indonesia is an earthquake. The Meotel by Dafam Jember building deserves to be analyzed by the pushover analysis method because it is a multi-storey building that is 10 floors so it must have earthquakeresistance as tectonic activity increases in Indonesia. The study was conducted with the help of SAP2000 v.20 software. Through the ATC-40 curve, the target value of the displacement target and the base shear force in the X direction at the control point of the performance point in the modelling are displacements of 0.075 m and the base shear of 7338.716 kN. The value of the roof drift ratio X direction of 0.1928% is included in the Immediate Occupancy category. The results of the pushover analysis on the structure of Meotel by Dafam Jember show the performance of the building at the level of Immediate Occupancy (IO).]]>
