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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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PEMANFAATAN LIMBAH KOTORAN SAPI SEBAGAI PENGGANTI SEBAGIAN SEMEN DALAM PEMBUATAN BATAKO Kiki Kurniawan; Prihantono Prihantono; Rosmawita Saleh
Menara: Jurnal Teknik Sipil Vol 15 No 2 (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.v15i2.14214

Abstract

The results showed the use of cow dung waste can increase the compressive strength of hollow brick from any composition of waste. Hollow brick with cow dung substitution of 0% has an average compressive strength value 44.75 Kg/Cm2 has an average water absorption of 14.31%, hollow brick with cow dung substitution of 5% has a value of compressive strength average 47.47 Kg/Cm2 has an average water absorption of 15.67%, Batako perforation with cow dung substitution of 7.5% has an average compressive strength value of 51.83 Kg/Cm2 has the absorption water averaging 13.71%, batako perforated with substitution of cow dung waste of 10% has an average compressive strength value 53.81 Kg/Cm2 has an average water absorption of 10.04%, hollow brick with substitution cow dung waste of 12.5% has an average compressive strength value of 50.66 Kg/Cm2 has an average water absorption of 23.6%, hollow brick with cow dung substitution of 15% average 48.84 Kg/Cm2 has an average water absorption of 19.72%. The optimum compressive strength value was obtained from percentage substitution of cow dung waste at 10% with mean value of compressive strength 53,81 Kg/Cm2 with average water absorption 10,04%.
PERENCANAAN ULANG SISTEM DRAINASE UNTUK MENGATASI BANJIR PADA PEMUKIMAN PADAT PENDUDUK Junelfan Daud; Arris Maulana; Anisah Anisah
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.v14i1.14219

Abstract

This study aims to overcome the floods that occur in densely populated areas by re-planning existingchannel dimensions. This research was conducted in the RW04 area, Cakung Barat Village, Cakung District,East Jakarta. This region has an area of 25.4ha with flat topography (5-6masl) and densely demographicconditions.The research method uses Quantitative Descriptive Methods. Data collection techniques used are byfield observation and analysis of rainfall data.The results obtained in the form of flood discharge, channel capacity, and plan channel dimensions.Re-planning is carried out on 7 channels that cannot withstand flood discharge by widening the cross section ofthe channel.
PENGARUH MINUMAN SODA TERHADAP BSETTING TIME DAN KUAT TEKAN BETON Panca Rannie Nursa; Kusno Adi Sambowo; Rosmawita Saleh
Menara: Jurnal Teknik Sipil Vol 16 No 1 (2021): 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.v16i1.16653

Abstract

This study aims to examine the change in concrete behavior in regards to adding soda drinks as retarder and to compare the properties of cocrete using soda drinks and concrete without using soda. In this study, the writer uses soda drink content in 3%, 6%, 9%, and 12% variatons based on cement weight. Each variations uses 1 specimen for vicat tests and 2 specimens is used for compressive strength test. In testing using the vicat tool it measures the delay that occurs in content levels of 3%, 6%, 9%, and 12% could be considered retarders, where as compressive testing examines the maximum strength acquired from adding soda to the concrete is increased by 1.64% with a variation of 3% from normal concrete and decreased gradually by 1,9% 3,9%, and 4,11% with variations of 6%, 9%, and 12% respectively
KESESUAIAN SARANA PRASARAN UTILITAS DAN BANGUNAN PASAR SESUAI SNI 8152-2015 TENTANG PASAR RAKYAT (PADA PASAR TAMBUN SELATAN) Noval Abdurohim Hafish; Anisah Anisah; Prihantono Prihantono
Menara: Jurnal Teknik Sipil Vol 16 No 1 (2021): 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.v16i1.16935

Abstract

This study aims to determine the suitability of the Tambun Selatan People's Market based on the existing standards in SNI 8152-2015 concerning the People's Market, and to find out people's perceptions and to evaluate the availability of facilities and infrastructure and public utilities in accordance with SNI 8152-2015. The research method used in this research is literature study and survey. The results showed that observations with SNI 8152-2015 stated that the buildings and infrastructure of the Tambun People's Market were not in accordance with SNI 8152-2015 concerning the People's Market, while those that were not in accordance with SNI 8152-2015 were lighting and circulation, corridors, parking areas, areas. loading and unloading, security posts, health posts, drainage and waste management, and in accordance with SNI 8152-2015 are construction, arrangement of trading rooms, prayer rooms, clean water networks, bathrooms and toilets, and fire prevention. Efforts that need to be made by market managers are to repair damaged facilities that are not in accordance with standards and to procure facilities that are not yet available in the market according to standards.
PEMANFAATAN ABU BONGGOL JAGUNG SEBAGAI BAHAN TAMBAH SEMEN PADA PEMBUATAN BATA RINGAN JENIS CLC Muhammad Aditya Nugraha; Daryati Daryati; Anisah Anisah
Menara: Jurnal Teknik Sipil Vol 16 No 1 (2021): 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.v16i1.16991

Abstract

This study aims to determine the use of corn cob ash as an additive to cement in the production of CLC lightweight bricks according to SNI 03-2156-1991 concerning air flow light brick blocks by autoclaving process. The method used is an experiment in accordance with SNI 03-2156-1991 regarding light brick blocks of air flow with autoclaving process. The test object measures 59 × 19 ×10 cm and uses 45 specimens. The results obtained for dimensional testing exceed the required limits of SNI 03-2156-1991. The compressive strength of lightweight bricks is obtained at variations of 0%, 4%, 6%, 8%, and 10% respectively 3.07 N/mm², 3.68 N/mm², 4.54 N/mm², 4.29 N/mm², and 4 N/mm² with the optimum compressive strength value obtained at 6% variation and non-passing variation at 0% variation with a minimum requirement of 3.6 N/mm². The flexural strength of lightweight bricks is obtained at variations of 0%, 4%, 6%, 8%, and 10% respectively 0.27 N/mm², 0.63 N/mm², 0.81 N/mm², 0.65 N/mm², and 0.76 N/mm with optimum flexural strength values obtained at 6% variation and non-qualifying variations at 0% and 4% variations with a minimum requirement of 0.65 N/mm².
KESESUAIAN ANTARA PELAKSANAAN PEMELIHARAAN FASILITAS PADA TERMINAL TERPADU PULO GEBANG SESUAI DENGAN SOP PERATURAN MENTERI PU NO. 24 PRT/M/2008 Lintang Bagus Perdana; Lenggogeni Lenggogeni; Prihantono Pihantono
Menara: Jurnal Teknik Sipil Vol 15 No 2 (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.v15i2.17480

Abstract

This research purpose is to find out the management and maintenance curing of Pulogebang Integrated Bus Terminal already match according to PU Minister Regulations No. 24 PRT/M/2008 SOP. Corresponding to the observation that already do indicates that maintenance and curing assignment in Pulogebang Integrated Bus Terminal are far from optimum. It is because some factor that is SOP (Standart Operational Procedure) that hasn’t been match according to PU Minister Regulations No. 24 PRT/M/2008, bureaucracy system in the government, feebleness in control system and facility that not appropriate yet according to Ministry of Transportation Regulations No. 132 2015.
Studi Kuat Tekan Beton Speedcrete Dengan Zat Additive Naphthalene Berdasarkan Variasi Umur Syifa Fauziah; Anisah Anisah; 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.v14i2.17481

Abstract

This research aims to determine the maximum compressive strength value of concrete speedcrete using naphthalene additive additive at each test age and compare with normal concrete 28 days. This research used cylindrical test object with diameter 15 cm and height 30 cm. Speedcrete concrete does not undergo the treatment process while the normal concrete test object through the treatment process. Testing compressive strength of concrete speedcrete using Crushing Test Machine tool. In this research the compressive strength was produced by using superplasticizer type naphthalene and compared with normal concrete without using additive. The target quality plan is fc '35 MPa with the use of additive dose of 1.7% of the weight of cement. The results of this research showed an increase in the value of compressive strength of concrete speedcrete with aadditive materials added naphthalene increased with increasing age of concrete. The results showed that the compressive strength of concrete speedcrete with naphthalene additive materials of 12 hours, 18 hours, 28 hours and 48 hours was 0.5 MPa, 17,81 MPa, 31,14 MPa and 45,77 MPa. Normal strength concrete strength with the addition of 20% water age 28 days that is equal to 54.76 MPa.
Perencanaan Tebal Lapis Perkerasan Lentur Jalan Dengan Metode Bina Marga dan Analisa Komponen Tisya Lulu Atika Sari; Winoto Hadi; Prihantono Prihantono
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.v13i2.17483

Abstract

The highway is one of the most influential facilities in human life, both in social and economic terms. Therefore, if the quality of the highway is inadequate, then the economic level of the people who cross the road in the area. To create a quality road, it is necessary to plan with the appropriate method. Similarly, the Rainis-Melonguane - Beo- Esang Road segment in Talaud Islands District, North Sulawesi Province which widened the road from two ways with two lanes, into two ways with four lanes to improve the effectiveness of the local road usage. From the calculation result of thickness of pavement layer of bend road using DGH method and Component Analysis, it can be concluded that DGH method yields larger layer thickness with percentage difference of second layer thickness method on surface 68,75%, at base equal to 60%, And at sub-base 75,61%. Then, the thickness of the layer that can be used in this road widening project is the thickness of the layer calculated using the Component Analysis method because it has a thick layer of thin layer on the lowest CBR, but still qualifies the minimum thickness of the flexible pavement layer according to SKBI 2.3.26 1987.
Kajian Kompleksitas Proyek Konstruksi : Tinjauan Kegiatan Pengadaan Pekerjaan Konstruksi di Indonesia Cut Zukhrina Oktaviani
Menara: Jurnal Teknik Sipil Vol 13 No 1 (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.v13i1.18033

Abstract

This paper aims to reviewed construction projects complexity in construction complex procurement. Construction complexity is influenced with many internal and external factors. Complexity covers entire construction project cycles. At construction work procurement stage, organization and processes complexity is a major concern, especially in government procurement. Complexity requires regulation and control are such that it does not happen obstacles at every project construction cycle stage.
OPTIMALISASI KAPASITAS DAN TINGKAT PELAYANAN DI KORIDOR JALAN RAYA BOGOR SEGMEN PASAR CISALAK Reinaldy T Y Darius; Tri Mulyono; Winoto Hadi
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.v15i1.18035

Abstract

This research is a analysis of capacity and level of service at Jalan Raya Bogor segment Cisalak Market in existing condition with a purpose to optimize it based on rule that already assigned in Highway Capacity Manual (MKJI) year 1997. The result of analysis showed that capacity of Jalan Raya Bogor segment Cisalak Market can be optimize, from 3307 smp/hour to Jakarta become 3596,36 smp/hour. The direction to Bogor also having incresement from 2696,52 smp/hour become 3329,04 smp/hour.The degree of saturation and level of service direction to Jakarta can be upgraded from 0,47 (C) become 0,43 (B) at Sunday morning if its does not affect by the activity of the market, also in Monday morning which is restrained in LoS E with Ds 0,85 become 0,79 or in LoS D and in Monday afternoon with LoS D (0,76) become C (0,69). Meanwhile direction to Bogor can be upgraded in Saturday afternoon from LoS C (0,61) become B with the number of Ds 0,49, then in Sunday morning and afternoon also Monday morning respectively can be upgraded from C to B. Last, in Monday afternoon into LoS C with number of degree of saturation is 0,62 from LoS D with 0,76.

Page 12 of 25 | Total Record : 245

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