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Jurnal Civil Engineering Study

CES
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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 110 Documents

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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

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

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.

Analisis Manajemen Konstruksi Jembatan Cisumengka Jalan Bebas Hambatan Cileunyi Sumedang Dawuan (Cisumdawu) Tahap III Sugiyanto, Martinus Agus
Jurnal Civil Engineering Study Vol. 2 No. 02 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Construction management is the study and practice of managerial and technological aspects of the construction industry. Construction management can also be interpreted as one of the business capitals carried out by construction consultants in providing advice and assistance in a development project. The Construction Management Association of America “CMAA” states that there are seven main categories of responsibilities for a construction manager. These include project management planning, price management, time management, quality management, contract administration, safety management and professional practice. While the project is a combination of resources such as people, materials, equipment, and costs that are collected in a temporary organization place to achieve a goal and goal. So from the explanation above it can be concluded that project management is the application of knowledge, expertise and skills, the best technical way and with limited resources, to achieve the goals and objectives that have been determined in order to get optimal results in cost performance, quality. , and time, as well as work safety

Perencanaan Struktur Gedung Hotel 5 Lantai di Desa Linggajati Kecamatan Cilimus Kabupaten Kuningan Dewi, Alya Tri Puspita
Jurnal Civil Engineering Study Vol. 2 No. 02 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Structural Planning of the 5-storey Hotel Building is located in Linggajati Village, Cilimus District, Kuningan Regency, the planned building area is 900 m2 and has 5 floors. Based on the results of the Con Penetration Test, it is known that the building was built on land with moderate soil conditions and based on its function is included in the risk category II, so this building was built using the SRPMK (Special Moment Resistant Frame System) method. The planning of the building refers to the building construction regulations in Indonesia. The method used in this planning earthquake analysis is the static equivalent analysis method based on SNI 1726:2019 concerning Procedures for Planning for Earthquake Resistance for Building and Non-Building Structures. The structure used for this building is reinforced concrete which refers to SNI 2847:2019 concerning Structural Concrete Requirements for buildings, SNI 1727:2020 concerning minimum loads for Building and Structural Design, for structural analysis the ETABS v.18.1.1 program is used. Control the need for reinforcement in the column using the SPCOlumn program

Analisis Struktur Rumah Susun 3 Lantai di Desa Margamekar Kecamatan Pangalengan Kabupaten Bandung Roesdiana, Tira
Jurnal Civil Engineering Study Vol. 2 No. 02 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Population growth in recent years in Bandung Regency has led to economic growth and development, but broadly developing the Bandung Regency area is not possible because most of the land is devoted to agricultural and plantation products. Therefore, upward development is more needed than extensive construction such as the construction of low and high-rise buildings. To do this, planners need to design a multi-storey building structure. One way to do this is to build Flats. Flats are very suitable in this case because in its construction it saves land use. In this analysis using the ETABS application and using the SNI Gedungb regulations according to their use.

Perencanaan Tebal Perkerasan Kaku Ruas Jalan Raya Jepara Bangsri pada Km 11 sampai Km 12 Menggunakan Pedoman Bina Marga 2017 Rochmanto, Decky; Adi Saputro, Yayan; Tiara, Mayang
Jurnal Civil Engineering Study Vol. 2 No. 02 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

The damage that occurs due to increased intensity of vehicle loads that come and transport goods on Jalan Raya Jepara - Bangsri so that the pavement layer received increases along with the increase in traffic volume on the road. For this reason, it is necessary to plan a new pavement using rigid pavement to overcome the damage. The method used is the 2017 Pavement Design Manual. Average daily traffic data, annual average daily traffic data, and CBR value data for soil testing using the DCP tool. Calculations using the 2017 Pavement Design Manual methodology, on a 275 mm thick concrete slab, 100 mm thick concrete layer, and 150 mm Class A aggregate drainage layer. The connection is divided into two parts, namely the longitudinal connection by binding using threads 16 - 750, and the cross connection with dowels using ordinary reinforcement D 36 - 300, the budget plan is Rp. 5,917,030,000.00.

Perencanaan Pasar Seni 5 Lantai SJC Jepara: Perencanaan Pasar Seni 5 Lantai SJC Jepara Miki, Mochapriya; Ariyanto, Ariyanto
Jurnal Civil Engineering Study Vol. 2 No. 02 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Abstrak Infrastruktur adalah hal yang sangat penting bagi kemajuan perekonomian masyarakat, Kabupaten Jepara belum memiliki infrastruktur gedung pasar tinggi lebih dari 3 lantai, sehingga perencanaan pasar seni 5 lantai di SCJ Kabupaten Jepara merupakan dalam upaya memberikan wacana pada pemerintah terkait dalam merencanakan struktur gedung bertingkat tinggi. Perencanaan struktur gedung ini didasarkan pada peraturan Standar Nasional Indonesia diantaranya : SNI 03 2847 2002 (tata cara perhitungan struktur beton untuk bangunan gedung), PPIUG 1983 (peraturan pembebanan Indonesia untuk gedung), SNI 03 1726 2012 (tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung). Berdasarkan hasil perencanaan bangunan maka diperoleh rangka atap menggunakan pelat beton bertulang. Beton yang digunakan adalah 25 Mpa dan besi tulangan digunakan mutu 400 Mpa. Pelat lantai dengan sistem TWS pada ketebalan 12 cm serta tulangan pada arah X D10-200 dan arah Y D10-250. Perhitungan balok didapatkan balok induk dimensi 35x65 cm dengan tulangan tumpuan 9D19 dan tulangan lapangan 5D19 dengan sengkang tumpuan D10-150 dan sengkang lapangan D10-200, untuk balok anak dimensi 20x40 cm dengan tulangan tumpuan 5D19 dan tulangan lapangan 4D19 dengan sengkang tumpuan D10-150 dan sengkang lapangan D10-200. Kolom K1 dimensi 70x70 cm dengan tulangan 20D19 dengan sengkang D12-150. Pondasi tiang pancang didapat 9 pancang menopang 1 kolom dengan kedalaman -6 meter dan diameter 40x40 cm.

Analisa Optimasi Biaya Dan Waktu Metode TCTO (Time Cost Trade Off) (Study Kasus: Preservasi Jalan Ruas Sp. Gunung Kemala – Sanggi) Aziz Irawan, Yusuf; Suharto; Juara, Agus
Jurnal Civil Engineering Study Vol. 2 No. 02 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

The success of a project can be measured from two things, namely the benefits obtained and the timeliness of completion. In the implementation of the Gunung Kemala-Sanggi road preservation project, there are indications of delays where in contract 01 there is a remaining unfinished work resulting in contract 02, so it needs to be accelerated. This is intended so that this project can be completed more quickly according to the planned target. The acceleration method used is Time Cost Trade Off, with the alternative of adding 1 hour of overtime. This research methodology has several stages including primary data collection such as road preservation data and location data, as well as secondary data such as literature review, budget plan data (rab), project time schedule data, monthly report data. From the alternative results of adding overtime hours to the Kemala-Sanggi Mountain Road preservation project, it was found that the acceleration duration was 89 days from the previous duration of 112 days, 23 days faster so that the implementation of the work can be in accordance with the initial scheduling plan obtained from the project S curve. The reduction in the final total cost of the project due to acceleration is Rp. 687,273,911 so that the total cost of the project becomes Rp. 21,567.130,687. from the previous total value of Rp 22,186,544,124. It is hoped that further research can develop research on time cost trade off analysis, for example by developing an analysis by calculating labor overtime wages, operating costs of equipment when used for overtime or adding the number of tools.

Analysis of Signalless Four-way Intersection Congestion at Jalan Kyai Sampang, Demak Regency Hakim, Daffa Nurul; Rizal, Khoirur
Jurnal Civil Engineering Study Vol. 3 No. 01 (2023): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

An intersection is a part of a road segment where currents from various directions or directions intersect. This results in congestion along the intersection arm. This intersection is located in the center of Demak Regency, an unsignalized intersection with 4 arms on Jalan Kyai Sampang, Jalan Kyai Singkil, Jalan Sultan Fatah towards Kudus and Jalan Sultan Fatah towards Semarang which is located in the market area, offices, residential areas and schools. This research was conducted to determine the performance of the intersection, especially with regard to the operational conditions of the intersection as indicated by the value of capacity, degree of saturation, delay, and queuing opportunities. Then after the analysis, it is also obtained that the capacity value at the intersection is 1634 smp/hour. Analysis of the value of the degree of saturation (DS) obtained DS results amounted to 0.79 smp/hour. Delay analysis (D) results in a delay of 13.33 smp/hour. Then the analysis of queuing opportunities obtained the results of queuing opportunities of 64.6% - 132.5%.

Implementasi Building Information Modeling Dalam Perencanaan Struktur Rumah Susun Soekarno Hatta Semarang widorini, trias
Jurnal Civil Engineering Study Vol. 3 No. 01 (2023): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Construction digitization activities are very influential in supporting project work planning. So in planning, innovations are needed in order to achieve maximum results. The Ministry of PUPR issued PUPR Ministerial Decree No. 2018 concerning the Construction of State Buildings which requires the use of the Building Information Modeling method. Structural planning is very necessary to obtain a building that complies with the rules of the Indonesian National Standard. The structural planning of the Soekarno Hatta Semarang Flats refers to the regulations of the Indonesian National Standard (SNI), SNI 1726:2019 (Procedures for Planning Earthquake Resistance for Building and Non-Building Structures), SNI-03-1729-2019 (Structure Planning Procedures) Steel for Buildings), Loading Planning Regulations for Houses and Buildings 1987, I. Wahyudi (Charts and Tables for Reinforced Concrete Calculations). The structural planning of the Soekarno Hatta Semarang Flats includes the planning of the upper and lower structures. In planning the structure is modeled through SAP 2000 V.22 and Autodesk Revit 2022. The input loads are dead load, live load, wind load and earthquake load. The results of the planning use a combination of 32 earthquake loads. There are 7 types of beams, namely B64A, B67, B56A, B45A, B34A, B32A, and B22A. There are 3 types of columns, namely K88, K97, and K33A. There are 6 types of floor plates, namely S12A, S12A1, S12B, S12B1, S12C, and S12C1. As well as using a pile foundation with a diameter of 60 cm.

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Shiska Fauziah

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Jawa tengah

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Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Shiska Fauziah

Contact Email jurnalcesunisnu@gmail.com

Phone +6285850462694

Journal Mail Official jurnalcesunisnu@gmail.com

Editorial Address JL. TAMAN SISWA (pekeng) unisnu jepara, Kab. Jepara, Provinsi Jawa Tengah

Location Kab. jepara, Jawa tengah INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Shiska Fauziah

Contact Email
jurnalcesunisnu@gmail.com

Phone
+6285850462694

Journal Mail Official
jurnalcesunisnu@gmail.com

Editorial Address
JL. TAMAN SISWA (pekeng) unisnu jepara, Kab. Jepara, Provinsi Jawa Tengah

Location
Kab. jepara,

Jawa tengah

INDONESIA