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Irika Widiasanti
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Menara: Jurnal Teknik Sipil
Published by Universitas Negeri Jakarta
ISSN : 19074360     EISSN : 26225549     DOI : https://doi.org/10.21009/jmenara
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
Jurnal Menara ditujukan kepada semua akademisi dan praktisi di bidang Teknik Sipil. Dengan adanya Jurnal Menara ini diharapkan dapat memberikan kontribusi bagi perkembangan keilmuan bidang Teknik Sipil dalam arti dapat memberikan pencerahan berpikir bagi yang ikut berpartisipasi aktif di dalamnya. Cakupan Jurnal Menara meliputi hasil penelitian eksperimental, penelitian kualitatif, penelitian kuantitatif, dan penelitian pengembangan serta kajian ilmiah berupa studi literatur yang bertujuan untuk meningkatkan kualitas dan membangun inovasi dalam bidang Teknik Sipil
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 245 Documents
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ANALISIS TINGKAT PELAYANAN TERMINAL TRANSJAKARTA PADA STASIUN HARMONI CENTRAL BUSWAY BERDASARKAN PRESEPSI PENUMPANG Aditya Galih Anggoro; Winoto Hadi; Daryati Daryati
Menara: Jurnal Teknik Sipil Vol 15 No 1 (2020): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v15i1.18063

Abstract

The result of this research show that level of service (LOS) obtained at Harmoni Central Busway Station for Friday July 14th, 2017, corridor which included with category LOS A (very good) was corridor 8A. Then, corridors with category LOS B (good) were corridors 1A, 2, 2A, 3, 5C, and 8, while for corridors with category LOS D (bad) were corridors 1 and 9B. For Monday July 16th, 2017, corridors which included with category LOS A (very good) were corridors 1A, 2, 2A, 3, 5C, 8, and 8A, while for corridors with category LOS C (good enough) were corridors 1 and 9B. For Sunday July 17th, 2017, corridor which included with category LOS A (very good) was corridor 8A. For the next, corridors with category LOS B (good) were corridors 2, 5C, and 8. Then, corridors with category LOS C (good enough) were corridors 1A, 2A, and 3, while for corridors with cateogry LOS D (bad) were corridors 1 and 9B. Value of satisfaction index to 4 factor dimensions of serivce is 66,028%, enter good criteria according to Transjakarta passengers perception at Harmoni Central Busway Station.
Analisa Perilaku Bangunan Tidak Beraturan Secara Horizontal Dengan Dilatasi Terhadap Gempa Masnawari Rahmadani; Ririt Aprillin; Eka Murtinugraha
Menara: Jurnal Teknik Sipil Vol 14 No 2 (2019): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v14i2.18064

Abstract

The building model was made by using ETABS’s software version 9.7.1. Method that was used for earthquake analysis was response spectrum analysis. Result of this research showed that application of two columns dilatation produced different structure behavior when it applied on lengthways direction (X) and breadthways direction (Y) of existing building. Dilatation variation that was given on lengthways direction (X) of building produced better behaviors. More regular building form because of dilatation on lengthways direction (X) produced shorter period with bigger base shear. Along with the base shear that accepted by building, the column momen also became bigger. Based on displacement that was produced, application of dilatation on lengthways direction was influenced by re-entrant corner. Configuration of more regular building that has close re-entrant corner to existing building condition produced displacement that close to the existing, that thing was also in line with story drift that was produced. The displacement that was produced by all dilatation variation was still in safe category according to SNI 03-1726-2012. The biggest displacement that happened on X and Y direction was produced by variation 1 as big as 0.824m and 0.817m in a row.
Pengendalian Waktu Produksi Balok Girder Dengan Menggunakan Metode CPM dan LoB Christofer Christofer; Anisah Anisah; Adhi Purnomo
Menara: Jurnal Teknik Sipil Vol 13 No 2 (2018): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v13i2.18068

Abstract

This research is purpose to control time in Girder beam production using CPM (Criticial Paht Method) and LoB (Line of Balance) to get maximum productions amount with time adaptability precisely. This research is using count method and management of secondary and primary data that illustrated to graphic and diagram. Case study at project of building the overpass LRT (Light Rail Transit), to productions girder beam at PT. Adhi Karya Factory Precast Sentul. The result of this research shows that productions capability girder beam increase as much 21 unit girder beam per mount with speed track 59,4268 unit per hour, balance delay 42,3678 %, line efficiency 42,267 with time cycle that using is 68,5 hour in first cycle, 69 hours in second cycle, 69 hours in third cycle, 69 hours in fourth cycle and having waiting time that happen to every trun of cycle is one hour. So that the result of research can declare is happen productions acceleration with using CPM (Criticial Paht Method) and LoB (Line of Balance) is 10 hour per mount.
PEMANFAATAN LIMBAH CANGKANG KERANG HIJAU DENGAN VARIASI SUHU PEMBAKARAN SEBAGAI BAHAN PENGGANTI SEBAGIAN SEMEN PADA PEMBUATAN BETON Julia Widia Nika; Anisah Anisah; Rosmawita Saleh
Menara: Jurnal Teknik Sipil Vol 14 No 1 (2019): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v14i1.18118

Abstract

This research aims to utilize green mussel shell waste as a partial replacement for cement by establishing the best temperature that should be used to obtain the chemical substance if the sehell ashes to optimize the chemical substance for replacement of cement. This research replaces 10% of total weight cement with shell ash which has been combusted with a temperature of 700 ° C, 800 ° C and 900 ° C and control concrete. The compressive strength of the concrete plan is 20 MPa. Concrete mix design is 1:2:3. The results of this study indicate with subtitutes 10% semen with green shell ash with temperature 700 ° C, 800 ° C and 900 ° C is 20,53MPa; 16,76 MPa and 19,74 MPa and for control concrete has compressive strength 20,18 MPa. The maximum concrete compressive strength was obtained on the concrete of green shell ash with a combustion temperature of 700 ° C which is 20.53 MPa. In the concrete the green shells ash with a burning temperature above 700 ° C experience a decrease in compressive strength and cannot meet the compressive strength of the plan.
ANALISIS DAYA DUKUNG TIANG AKSIAL TUNGGAL DENGAN METODE STATIS DAN DINAMIS TERHADAP HASIL UJI PILE DRIVING ANALYZE (PDA) PADA PEKERJAAN PONDASI PROYEK JAKARTA BOX TOWER Evi Puspita Sari; Prihantono Prihantono; Sittati Musalamah
Menara: Jurnal Teknik Sipil Vol 14 No 2 (2019): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v14i2.18119

Abstract

The purpose of this research is to know the ratio of bearing pile capacity with some static and dynamic calculation method to Pile Driving Analyze (PDA) dynamic test result. The analysis uses static calculations using several methods namely, Meyerhoff, Vesic, α Thomlinson, and α Terzaghi, Peck and Mesri methods.Consultant calculation using Reese & Wright method. Dynamic bearing capacity uses jacking pile record from Hydrolic System Pile Driving (HSPD) and Pile Driving Analyze test results. The results showed that Reese & Wright method with SPT is the most closely approximated PDA test result with percentage 74,72%; 76.79% and 82.83% for number of pile 310, 368 and 763. While the result of comparison of jacking pile record that most approached PDA is on pile number 638 with a percentage of 82.83%. The largest settlement results are at pile number 310 and 763 with a decrease of 26.3 mm and 25.9 mm with α Vesic+Terzaghi, Peck and Mesri method
KAJIAN PARAMETER MARSHALL DENGAN MENGGUNAKAN LIMBAH KARET BAN-DALAM KENDARAAN SEBAGAI BAHAN TAMBAH PADA CAMPURAN LAPIS AUS PERMUKAAN ASPAL BETON (AC-WC) Herry Takbir Akhbar; Winoto Hadi; Daryati Daryati
Menara: Jurnal Teknik Sipil Vol 14 No 2 (2019): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v14i2.18120

Abstract

This research was using the waste of inner-tube rubber as an additive on asphalt concrete wearing course mixture (AC-WC). The purpose is to know is there a difference between aspal beton that used the waste of inner tube rubber on marshall parameter value. This reseach used experiment method that examine the marshall parameter in 5 extra content variations of the waste of inner-tube rubber, that is 1%, 2%, 3%, 4% and 5%, by 5 sample test items for each variant. Result of this reseach show that the best extra levels of inner-tube rubber was be obtained in 1% level with stability value 804.556 kg, melted value (flow) 3,0 mm, Marshall Quentient (MQ) value 271.333 kg/mm, Voin in Mineral Aggregates (VMA) value 19.131%, Void Filled with Asphalt (VFA) value 73.826% and Void in the Mix (VIM) 4.463%. based on the result of this research, it can be concluded that the inner-tube rubber can be used as an additive on asphalt concrete wearing course mixture (AC-WC).
TINGKAT AKSESIBILITAS PEJALAN KAKI (STUDI KASUS PEJALAN KAKI STASIUN DEPOK BARU) Hobir Nur Ikhsan; Winoto Hadi; Yusfita Chrisnawati
Menara: Jurnal Teknik Sipil Vol 14 No 2 (2019): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v14i2.18123

Abstract

This research aims to find out the accessibility levels for pedestrian in Depok Baru Stastion based on time. The method used is observation include with the desk approach. The research is to find out walking distance the pedestrian walking along transfer process for transportation mode. Number of pedestrians that will be taken as many as 100 pedestrians from 3 points. The result of this research will accessibility index (AI) score with Public Transportation Accessibility Levels (PTAL) which based on time and transportation mode (railway as commuter line and car public transport). The result showed accessibility index levels for commuter line at 06.00 – 09.00 is 8,36 (poor) from Raya Margonda, and 9,37 (poor) from market area and Jl. Baru. Accessibility indeks levels for commuter line at 09.00 – 12.00 is 8,35 (poor) from Jl. Raya Margonda, 5,14 from Jl. Baru, and 5,00 from market area (very poor). Accessibility indeks levels for car public transport at 12.00 – 15.00 is 36,45 (excellent) to Jl. Raya Margonda, 36,46 (excellent) to Jl. Baru, and 84,29 (excellent) to market area. Accessibility index levels for car public transport at 15.00 – 18.00 is 27,35 (excellent) to Jl. Raya Margonda, 45,36 (excellent) to Jl. Baru, and 36,72 (excellent) to market area. Overall, accessibility index levels at Depok Baru Station is poor for commuter line and excellent for car public transport.
KAJIAN PARAMETER MARSHALL DENGAN MENGGUNAKAN LIMBAH SERBUK KERANG HIJAU SEBAGAI FILLER CAMPURAN LAPIS ASPAL BETON Andhika Putra; Tri Mulyono; Yusfita Chrisnawati
Menara: Jurnal Teknik Sipil Vol 15 No 1 (2020): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v15i1.18124

Abstract

This inquiry aims to investigate whether the use of green mussels shell powder as an alternate filler in Laston mix can meet the Marshall parameter or not. Method used in this inquiry is experimental method that examines Marshall parameter at various percentages of green mussels shell powder use in which their level are 0%, 6,5%, 7,5%, and 8,5% as an alternate of half of filler. The experiment of green mussels shell powder is generate a maximum level of filler at 7,5% percentage with stability value in 987,478 kgs, flow value in 3,70 mm, Marshall Quotient value in 266,738 kgs/mm, Void in Mineral Aggregates value in 17,597%, Void Filled with Bitumen value in 71,958% and Void In the Mix value in 4,709%. By this result, it can be concluded that green mussels shell powder can be used as an alternate filler in AC-WC asphalt mix for heavy traffic road with 7,5% percentage of filler level.
PEMANFAATAN ABU DASAR (BOTTOM ASH) DAN KAPUR SEBAGAI PENGGANTI SEBAGIAN SEMEN PADA PAVING BLOCK SESUAI DENGAN SNI 03-0691-1996 Ria Nur Hayni; Prihantono Prihantono; Anisah Anisah
Menara: Jurnal Teknik Sipil Vol 15 No 1 (2020): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v15i1.18126

Abstract

The purpose of this research is to utilize bottom ash and lime as substitute partial cement to know quality of product based on SNI 03-0691-1996, so that can reduce unused B3 waste. This research used an experimental method, the population of paving block using bottom ash and lime as substitute partial of cement within 5 percentage 25%, 30%, 35%, 40%, and 45% of the amount of cement used in the normal mix. This research examined the six test, namely: compressive test, wear resistance, resistance to sodium sulfate, water absorption and testing measure. The result showed that the difference of quality of product which have different percentage.Percentage 25% and 30% showed B quality based on SNI 03-0691-1996. Percentage 35% showed C quality and 40% showed a D quality based on SNI 03-0691-1996. Percentage 45% showed result below quality based on SNI 03-0691-1996. The optimum paving block produced is 30% which has average 20,66 MPa result on compressive test and maximum 21,86 MPa, 0,086 mm/minute maximum for wear resistance from 35% percentage and 2,25% is maximum amount for water absorption test from 30% percentage. In this research all product which used bottom ash and lime has average 0.744% resistance of sodium sulfate.
PENINGKATAN KUAT TEKAN BETON GEOPOLIMER DENGAN MENGGUNAKAN VARIASI ABU CANGKANG TELUR BEBEK MELALUI PROSES PENGOVENAN Kinanti Anastasia; Prihantono Prihantono; Anisah Anisah
Menara: Jurnal Teknik Sipil Vol 15 No 1 (2020): Menara: Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v15i1.18127

Abstract

The objective of this research is to know the increase of compressive strength value of geopolymer concrete using duck egg duck ash with mixture of sodium silicate and sodium hydroxide at variation 0%, 80%, 90% and 100% at 7 days with heating specimen and control concrete room temperature. Ash duck egg shell used is burnt waste with temperatures reaching 800 ° C for ± 6 hours using ceramic burning oven. This study uses cylindrical test object with diameter 10 cm and height 20 cm with the quality of plan is fc '20 MPa. Testing of compressive strength of geopolymer concrete using Crushing Test Machine tool. In this purpose, the compressive strength of the geopolymer concrete produced by the concrete test object on variations 0%; 80%; 90%; and 100% ie 0 MPa; 6,32 MPa; 8,57 MPa; and 14,01MPa, while the concrete test object No concrete compressive strength was applied on variations of 0%; 80%; 90%; and 100% ie 7,64 MPa; 4,84MPa; 5,77MPa; and 6.19MPa. It can be seen that the maximum average compressive strength value is present in the 100% variation with the tested object being tested at 83°C first.

Page 13 of 25 | Total Record : 245

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