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Shiska Fauziah
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Jurnal Civil Engineering Study
Published by Universitas Islam Nahdlatul Ulama Jepara
ISSN : -     EISSN : 28300750     DOI : https://doi.org/10.34001/jces
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Civil Engineering Study (JCES) contains writings about applications in the field of Civil Engineering. This application may come from all branches of civil engineering, be it structural, geotechnical, construction management, hydrology, transportation, and civil engineering informatics. So this application is not only about the business of building a building project, but also makes it possible to model a shape with the help of software.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 6 Documents
 1 
Search results for , issue "Vol. 1 No. 01 (2021): Jurnal Civil Engineering Study" : 6 Documents clear
Reservoir Perencanaan Struktur Reservoir Air Bersih Desa Pecangaan Kulon, Kecamatan Pecangaan, Kabupaten Jepara: Perencanaan Struktur Reservoir Air Bersih Desa Pecangaan Kulon, Kecamatan Pecangaan, Kabupaten Jepara Prasetya, Herry Puguh; Umam, Khotibul; Rochmanto, Decky
Jurnal Civil Engineering Study Vol. 1 No. 01 (2021): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1183.76 KB) | DOI: 10.34001/ces.01012021.1

Abstract

The existence of clean water in a village is very important, considering the activities of rural life which are now starting to be dynamic. This planning is based on SNI 7509:2011 concerning Procedures for Technical Planning for Distribution Networks and Service Units for the Clean Water Supply System and the Regulation of the Minister of Public Works Number 18/PRT/M/2007 concerning Implementation of Drinking Water Supply System Development. The reservoir is planned to use reinforced concrete material with a base plate thickness of 250 mm and reinforcement D13-150, a concrete wall thickness of 150 mm and reinforcement D13-100, and a cover plate with a thickness of 100 mm with reinforcement 10 - 150. Beam dimensions are 20 x 30 cm with reinforcement 5D13 support and stirrup reinforcement 8-150 and field reinforcement 4D13 and stirrup reinforcement 8-200. Column dimensions are 25 x 25 cm with 6D13 main reinforcement and 8-150 stirrup reinforcement.
The Main Key To Implementation Of K3 In The Muhammadiyah Building Project Palangka Raya Kampus II During Pandemic Manik, Herindo; Happy Puspasari, Veronika; Nuswantoro, Waluyo; Purwantoro, Almuntofa
Jurnal Civil Engineering Study Vol. 1 No. 01 (2021): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1304.537 KB) | DOI: 10.34001/ces.01012021.3

Abstract

Occupational safety is an important part of the implementation of construction projects, where occupational safety requires the same attention to quality, time and cost. Management must develop a safety work program and undertake to execute the program in order to create safety on the project site. Therefore, the identification of the primary key is required for the implementation of K3 during the pandemic. The research data was obtained through a survey of questionnaires distributed to the workers of the construction project of the Muhammadiyah Palangka Raya Campus II building and the analysis of the data was carried out in a descriptive way. Based on the results of the mean and standard deviation analysis, the results obtained are the dominant OSH factors during the pandemic in the Muhammadiyah Palangka Raya Campus II building construction project, namely (1) K3 Regulations and Procedures, (2) Employee participation, and (3) Employee communication.
perencanaan struktur gedung 9 lantai hotel sky sea view jepara Adi, Ristyanto
Jurnal Civil Engineering Study Vol. 1 No. 01 (2021): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (514.768 KB) | DOI: 10.34001/ces.01012021.6

Abstract

As part of supporting the tourism sector, the hotel will add to the regional economic value. Based on Indonesian National Standard regulations including: PPIUG 1983, SNI 03-1726 2019, SNI-03-2847, PPPURG, SKSNI-T-15-1991-03 1991. The material uses 30 MPa concrete, the quality of reinforcing steel is 400 MPa. 12 cm thick floor slab with reinforcement X D10-200 and Y D10-200. Roof plate 10 cm thick reinforcement X D10-250 and Y D10-250. Main beam 60x30 cm bearing reinforcement 4D20 field reinforcement 4D20 support stirrup D10-200 field stirrup D10-250 and reinforcement for 4D12. Beam 45x25 cm bearing reinforcement 5D20 field reinforcement 5D20 support stirrup D10-150 field hoop D10-150 and reinforcement for 2D12. Child beam 35x20 cm bearing reinforcement 4D20 field reinforcement 4D20 support stirrup D10-100 field hoop D10-150 and reinforcement for 2D12. Sloof beams 60x30 cm bearing reinforcement 4D20 field reinforcement 4D20 stirrups D10-250 and reinforcement for 4D12. Column 50x50 with 8D20 reinforcement, stirrups D10-200.
ANALISIS KINERJA RUAS JALAN MENGGUNAKAN METODE MANUAL KAPASITAS JALAN INDONESIA (MKJI) 1997 PADA RUAS JALAN JEPARA-KUDUS KM 11 SAMPAI KM 15 Suryo Angkoso, Guntur
Jurnal Civil Engineering Study Vol. 1 No. 01 (2021): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2207.51 KB) | DOI: 10.34001/ces.01012021.4

Abstract

The city of Jepara is one of the areas that is undergoing rapid development, where the population is insecreasing over time. Jepara is the center of all economic activity, the impact of traffic in the city of Jepara is very heavy, so that traffic jams often occur on certain roads. This happens because the number of vehicles that pass through the route is not balanced with the capacity of the road and the high activity of side barriers. In this thesis, the author raises the topic of Road Performance Analysis of the Jepara – Kudus road segment. The method applied in analyzing the road used the Manual Kapasitas Jalan Indonesia (MKJI) 1997. The study was conducted for 7 days, Monday to Sunday on the Jl. Jepara – Kudus. After doing research on the road section, it can be concluded that the road has the highest average speed of 38.19 km/hour on Sunday and the capacity of the road with side barriers (road body parking) is 2220,24 smp/hour, while the degree is 2220,24 smp/jam. The road saturation (DS) is > 0,75 which is 1.526 which is included in the service leecel category F with the number of vehicles being 3390.25 smp/hour/2 directions. So it is necessary to widen the road on the Jepara – Kudus road section Km 11 – Km 15.
PERENCANAAN SISTEM DRAINASE SEPANJANG JALAN RAYA MAYONG – BAKALAN KABUPATEN JEPARA Huda, Miftakhul
Jurnal Civil Engineering Study Vol. 1 No. 01 (2021): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (597.518 KB) | DOI: 10.34001/ces.01012021.5

Abstract

The problem of annual periodic flooding that occurs in Mayong – Bakalan, Jepara Regency disrupts the flow of local traffic so that it hampers the speed of vehicles. Then this study aims to determine the ability of drainage in draining wastewater discharge, to determine the capacity of drainage, and provide solutions to these problems. This study previously reviewed the condition of the existing canal first, by collecting primary and secondary data and then analyzed it using HEC – RAS 5.0.7 software. With hydrological analysis using the HEC-RAS 5.0.7 software, it will be easier to plan a drainage again with a simulation of channel conditions. In the calculation analysis using the Pearson III log distribution because the value of Cs < 1 from this method, the rainfall for 2 years = 291,071 mm, 5 years = 254,813 mm, 10 years = 394.457 mm, 25 years = 443.608 mm. From the results of this study, the planned flood discharge for Q 2019 is 57.84 m3/s, Q 2021 is 64.10 m3/s, Q 2024 is 69.52 m3/s, and Q 2029 is 74.79 m3/s. while the HEC – RAS 5.07 software produces an average channel discharge of Q 2.44 m3/s where Q Discharge > Q Channel, it is stated that the Q channel does not meet the requirements to drain flood discharge so that runoff occurs. For this reason, it is planned for a 10-year scale using a U-ditch with dimensions b = 1 m and h = 1 m with a manning roughness of 0.014 and a channel slope of 2.75%, from the results of the analysis using HEC-RAS 5.0.7 software so that it meets the requirements and safe to accommodate flood discharge.
Particularity Analysis Of Sediment Deposits And Sediment Rates In The Wiso River In Jepara Regency): Analisa Partikularitas Endapan Sungai Wiso Kabupaten Jepara Triyano, Al; Rochmanto, Decky; Adi Saputro, Yayan
Jurnal Civil Engineering Study Vol. 1 No. 01 (2021): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (706.878 KB) | DOI: 10.34001/ces.01012021.2

Abstract

The sedimentation process that occurs continuously will cause silting due to sedimentation which affects the decrease in capacity flow of river particles. Sedimentary particles carried by the river flow heading to the sea will cause deposition in the estuary area so that it will blocking the flow of rivers to the sea. Based on the data from the sediment sample test results, gradation of sediment particles in the Wiso river consists of fine sand (Fine Sand) to very fine silt (Very Fine Silt) the average soil type is silt and the value of The density of the sediment has an average of 2,613. As well as for the benefits of this type of Sedimentation can be used as a water-resistant material for reservoirs and construction dam building.

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