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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 12 Documents
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Search results for , issue "Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study" : 12 Documents clear
Analisis Analisis Kerusakan Jalan Menggunakan Metode Pavement Condition Index Pada Ruas Jalan Purwogondo – Teluk Cawisdi, Cawisdi; Hidayati, Nor; Saputro, Yayan Adi; Mushthofa
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.903

Abstract

The Purwogondo - Teluk road section has various problems on this road section, such as holes in the road which cause water to pool when it rains, bumpy roads, cracked roads which make drivers uncomfortable when crossing the road, as well as triggers for traffic incidents. . The road condition assessment used in this research is the Pavement Condition Index (PCI) method. The analysis produces the following surface damage percentages: Very Good 27.3%, Good 9.1%, fair 27.3%, poor 27.3%, very poor 9.1%, average PCI value for the entire road is 51, 1 The PCI value indicates that the road surface is in Fair condition.
Analisis Penerapan Sosialisasi dan Implementasi Kesehatan dan Keselamatan Kerja serta Pencegahan Kecelakaan Kerja Untuk Keberhasilan Pembangunan Proyek Konstruksi Ferdiyanto, Anggi; Rochmanto, Decky; Wakit, Ahmat
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.936

Abstract

An Occupational Safety and Health (K3) program for workers is very necessary for workers. Especially in the work environment which has a high risk of work accidents and work-related diseases, because work accidents in the construction sector are not only caused by the system that has been implemented by the company but also the awareness of each individual to avoid work accidents. The socialization and implementation of occupational health and safety (K3) as well as work accident prevention programs on the Ash Phond and Aro Wwtp development projects have not yet been implemented optimally, because there are still many workers who are not aware of the importance of the K3 program. The aim of this research is to find out and analyze the implementation of socialization and implementation of K3 and prevention of work accidents for the successful construction of the Ash pond & Aro Wwtp project at the company PT. Murinda Iron Steel (PLTU) Tanjung Jati B Jepara.
Analisis Perbandingan Biaya dan Waktu Metode Pelat Konvensional (Cast In Situ) dengan Metode Half Slab Precast pada Proyek Pembangunan RS UPT Vertikal Surabaya Gunawan, Rachmat; Dita Pahang Putra, I Nyoman; Puspitasari, Nia Dwi
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.963

Abstract

The construction project of UPT Vertical Hospital is located in Surabaya, East Java. The project uses a conventional method for its floor slab structure, but the method has many drawbacks such as requiring a lot of labor for formwork work, being highly dependent on weather conditions, and not guaranteeing the quality of concrete in the connection area. For this reason, the precast half slab method will be planned as an alternative solution. This research aims to determine the results of comparative analysis between the conventional method (cast in place) and the half slab precast method in terms of cost and time. The method used in this research is a comparative quantitative method. The results of the analysis of the two methods are the conventional method takes 160 days and costs Rp. 13,315,000,000.00 while the half slab precast method takes 140 days and costs Rp. 10,736,000,000.00. In conclusion, the more efficient method used is the half slab precast method because the method takes 20 days less time and the difference in cost is Rp. 2,579,000,000.00 cheaper than the conventional method (cast in place).
Perencanaa Perencanaan Pengembangan Terminal Penumpang Jetak Kecamatan Kaliwungu Kabupaten Kudus Putra, Ilham; Hidayati, Nor; Saputro, Yayan Adi; Roehman, Fatchur
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.968

Abstract

Basically, transportation is very necessary to facilitate all activities carried out by humans. The development of land transportation, such as the development of public transportation, is very rapid from year to year, this also requires development and progress in terminals as one of the road transportation infrastructure for loading and unloading people and/or goods, as is the case at Jetak Terminal, Kec. Kaliwungu District. Kudus is a type C passenger terminal, but along with the development of transportation, this terminal has changed its function to a type B terminal, so it is necessary to develop the terminal in terms of capacity and infrastructure. The method used in this research is to record the number plates of public transport entering, parking and leaving the terminal. Before conducting research, first ask for a research permit letter from the campus and the District Government. holy in this case BAPEDA Kab. Holy. The position of the Jetak Terminal in the existing road network system can be said to be quite strategic because it is on the main city route that connects Kaliwungu District with other areas, both in the western part of the city and with areas in the eastern part. Jetak Terminal has an area of ​​6.750 m², which consists of the building area and public transport parking area. Jetak Terminal currently has a parking area used by angkudes, microbuses, AKDP and motorbikes. Based on the results of calculations and survey results in the field, the need for parking space at the Jetak Terminal is currently unable to serve existing needs, where many microbuses are waiting for passengers outside the terminal. As a form of solving problems at the Jetak Terminal, it is possible to develop the terminal by optimizing the existing land around the terminal so that it can be utilized for the development of the Jetak Terminal. Keywords: Jetak Terminal, Capacity, Transportation
Pengendalian Waktu Dan Biaya Proyek Menggunakan Metode Earn Value Analysis (EVA) Dengan Software Primavera Project Planner P6 Bimantara, Huga Aryaditya; Nuswantoro, Waluyo; Gawei, Apria Brita Pandohop; Purwantoro, Almuntofa
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.974

Abstract

Salah satu proyek sedang dilaksanakan dari bulan 15 Februari 2023 hingga 31 Desember 2023 yaitu Proyek Preservasi Jalan Pulang Pisau - Bts. Kapuas - Bts. Prov. Kalsel dengan nilai kontrak yaitu Rp65.538.569.000,00. Proyek ini dilaksanakan selama 329 hari kalender dengan panjang ruas yaitu 65 km. Proggres proyek ini pada minggu ke-18 baru mencapai 30% yang mana seharusnya dapat lebih dari itu, jika di ukur dari waktu proyek yang dimulai dari bulan Maret hingga Desember. Penelitian ini bertujuan untuk menganalisis durasi yang dibutuhkan serta menghitung perkiraan biaya penyelesaian proyek untuk menyelesaikan pekerjaan pada Proyek tersebut dihitung menggunakan metode Earn Value Analysis (EVA) serta dengan Software Primavera Project Planner P6. Hasil analisis durasi dengan Metode EVA didapatkan prediksi durasi yang dibutuhkan untuk menyelesaikan proyek tersebut sebanyak 318 hari. Hasil ini menunjukan bahwa prediksi sisa waku penyelesaian proyek adalah 96 hari, Sedangkan analisis dengan Software Primavera Project Planner P6 didapatkan hasil durasi penyelesaian proyek sebanyak 412 hari yang menunjukan bahwa sisa waktu proyek adalah 190 hari. Hasil dari analisis dari segi biaya dengan Metode EVA didapatkan estimasi penyelesaian proyek yaitu sebesar Rp59.043.893.094,06 sedangkan dengan menggunakan Software Primavera Project Planner P6 didapatkan hasil estimasi penyelesaian proyek yaitu sebesar RP59.043.406,619.
Implementasi Software CSI ETABS dan CSI Detail Pada Gedung 15 Lantai Di Desa Ngeling Terhadap Peraturan SNI 2847 tahun 2019 Istiqomah, Nurul; Rochmanto, Decky; Umam, Khotibul
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.1051

Abstract

A hospital is a health service institution that provides comprehensive individual health services that provide inpatient, outpatient and emergency services. The development of the human population will continue to increase from year to year. With this population growth, vertical development can help with this problem. In the era of digital globalization, there are many advanced technologies that can make things easier for people in various fields, including Civil Engineering. Based on this, the author carried out hospital construction planning using CSI ETABS and CSI Detail software analysis. In planning the hospital construction, it is planned to be 15 floors high using the SNI 2847 – 2019 reference with a concrete quality (fc') of 30 MPa. Based on this, the following planning results were obtained: roof plate with a thickness of 10 cm with reinforcement in the x direction Æ10-150 and reinforcement in the y direction Æ10-125; floor plate with a thickness of 10 cm with reinforcement in the x direction Æ10-150 and reinforcement in the y direction Æ10-125 (2) main beam I 350 x 700 lt. 1 main support reinforcement 6D13 and support stirrup reinforcement Æ10-125, field main reinforcement 6D13 and support stirrup reinforcement Æ10-325; main beam I 350 x 700 lt. 2-15 main support reinforcement 8D19 and support stirrup reinforcement Æ10-125, field main reinforcement 8D19 and support stirrup reinforcement Æ10-325; main beam I 350 x 700 lt. 16 main support reinforcement 7D19 and support stirrup reinforcement Æ10-125, field main reinforcement 7D19 and support stirrup reinforcement Æ10-325; main beam II 200 x 400 main support reinforcement 6D13 and support stirrup reinforcement Æ10-75, field main reinforcement 6D13 and support stirrup reinforcement Æ10-175; joist 150 x 300 main support reinforcement 5D19 and support stirrup reinforcement Æ10-100, field main reinforcement 4D19 and support stirrup reinforcement Æ10-150 (3) floor column. 1-5 120 x 120 with main reinforcement 40D25 and stirrup reinforcement Æ10-150; column floor 6-10 95 x 95 with main reinforcement 24D25 and stirrup reinforcement Æ10-150; lt column. 11-15 with main reinforcement 12D25 and stirrup reinforcement Æ10-150; lift column 30 x 30 with main reinforcement 8D25 and stirrup reinforcement Æ10-150 (3) foundation using 40 cm diameter spunpile, pile cap P5 280cm x 280cm, P7 280cm x 280cm, P9 280cm x 280cm and P12 380cm x 380cm using top reinforcement D13-100, bottom reinforcement and shrinkage reinforcement D22-100.
Optimalisasi Emisi Karbon Pada Pembangunan Rumah Sederhana Metode Risha Fauziyya, Khansa Rafa; Lendra, Lendra; Uda, Subrata Aditama Kittir Aidon
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.1052

Abstract

Due to a series of natural disasters in Indonesia, swift rehabilitation and reconstruction efforts are necessary to repair homes and facilities with earthquake-resistant buildings. In response to this need, the Ministry of Public Works and Housing has developed the Rumah Instan Sederhana Sehat (RISHA) construction, which can be built quickly and is claimed to be environmentally friendly. The RISHA method is expected to reduce carbon emissions generated from the construction process. The choice of building materials plays a crucial role in construction, as the production of these materials requires significant energy and generates carbon dioxide (CO2). Selecting environmentally friendly materials can reduce energy consumption and carbon emissions throughout the building's lifecycle. This study aims to calculate the carbon emissions generated from the construction of houses using the RISHA method. The calculation method uses coefficients from The Inventory of Carbon and Energy (ICE) at Bath University. The study results show that one unit of RISHA house produces a total carbon emission of 18,392.34 KgCO2, with reinforced concrete, lightweight bricks, and cement being the main contributors. Optimization was carried out by replacing the original wall material of lightweight bricks with concrete blocks and the original floor covering material of ceramics with wooden parquet. The result was a 5.49% reduction in carbon emissions, amounting to 17,382.15 KgCO2.
Studi Pengolahan Limbah Eceng Gondok (Eichhornia Crassipes) Sebagai Bahan Campuran Beton K-175 Nadya Shafira Salsabila; hendra hermawan, Okky; haris santoso, Teguh; firmansyah, Hasbi
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.1098

Abstract

Tanaman eceng gondok yang berkembang biak dengan cepat dapat mengganggu lalu lintas (transportasi) air, meningkatnya penguapan, dan hilangnya air melalui daun-daunnya. Selain itu, tanaman eceng gondok yang mati dan terjatuh ke dasar perairan akan berakibat dalam peningkatan percepatan pendangkalan perairan, dan berkurangnya nilai keindahan lingkungan perairan. Oleh karena itu, ada manfaat dari penggunaan eceng gondok, seperti sebagai bahan tambahan untuk campuran beton. Untuk melakukan pengujian laboratorium, ditambahkan eceng gondok yang sudah berbentuk butiran atau serbuk pada beton dalam jumlah nol, satu, lima, dan sepuluh persen. Uji kuat tekan beton dilakukan dengan mutu K-175 selama 7 hari, 21 hari, dan 28 hari. Hasilnya adalah 10,78 Mpa, 10,39 Mpa, 6,35 Mpa, dan 1,92 Mpa pada hari ke-7, sementara pada hari ke-21, nilainya adalah 13,56 Mpa, 12,51 Mpa, 6,54 Mpa, dan 3,08 Mpa. Pada hari ke-28, nilainya adalah 15,01 Mpa, 13,38 Mpa, 7,61 Mpa, dan 3,18 Mpa. Kadar serbuk eceng gondok menurunkan kekuatan tekan beton
Perencanaan Gedung Student Center UNISNU Jepara 5 Lantai Menggunakan Metode Sistem Rangka Pemikul Momen Khusus Arba 'Alma, Brasyelia; Hidayati, Nor; Adi Saputro, Yayan
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.1099

Abstract

Student center building is one of the facilities needed with the increase in the number of students at UNISNU Jepara which aims to support the needs of student learning activities on campus. Planning and calculation of the structure using SNI 2847-2019. The calculation of earthquake loads uses SNI 1726-2019 and the calculation of building loads uses SNI 1727-2019 and PPPIUG 1987. As for the structural modeling, it uses the help of SAP2000 software. The results of the structural planning include a 120 mm thick flat roof with reinforcement in the X direction of 10-200 and the Y direction of 10-250. Floor slabs are 120 mm thick with reinforcement in the X direction of 10-200 and the Y direction of 10-250. B1 25/50 with pedestal bending reinforcement 7D19 and rebar 10-150 and field bending reinforcement 4D19 and rebar 10-200. B2 25/50 with pedestal bending reinforcement 4D19 and rebar 10-150 and field bending reinforcement 3D19 and rebar 10-200. BA 20/40 with pedestal bending reinforcement 5D19 and rebar 10-100 and field bending reinforcement 2D19 and rebar 10-150. K1 50/50 with main reinforcement 8D19 and rebar 10-150. K1 50/50 with main reinforcement 6D19 and rebar 10-150.
Studi Perbandingan Perencanaan Perkerasan Jalan (Kaku, Lentur, Paving) Kawasan Unisnu Jepara Minachussania; Saputro, Yayan Adi; Rochmanto, Decky; Faqih, Nasyiin
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.1105

Abstract

Pembangunan jalan terus berkembang seiring dengan tuntutan zaman, hal ini terjadi di kampus Unisnu Jepara yang kepadatan lalu lintasnya semakin meningkat seiring dengan bertambahnya jumlah mahasiswa setiap tahun. Akses jalan yang hanya tersedia satu, membuat lalu lintas bertabrakan. Kebutuhan jalan alternatif sangat diperlukan guna mengatasi kemacetan dan ketidak teraturan lalu lintas. Penulis mengevaluasi permasalahan tersebut dengan merencanakan perbandingan perkerasan jalan (kaku, lentur, paving), sebagai bahan pertimbangan. Dalam perbandingan perencanaan ini metode yang digunakan untuk perkerasan kaku dan lentur menggunakan Metode Direktorat Jenderal Bina Marga 2017 dan perkerasan paving menggunakan Metode Analisa Komponen 2002. Berdasarkan analisis yang telah dilakukan dengan pertumbuhan lalu lintas (i) 1% dan umur rencana 20 tahun diperoleh hasil pertama perkerasan kaku tebal pelat beton 175 mm (dapat diakses oleh truk), lapis pondasi atas (kelas A) 125 mm dan lapis pondasi bawah (kelas B) 160 mm. Kedua perkerasan lentur tebal lapis AC WC 40 mm, AC BC 60 mm, AC Base 80 mm dan LPA Kelas A 300 mm. Ketiga perkerasan paving tebal perkerasan paving 80 mm (dengan frekuensi terbatas pada pick up, truk dan bus), lapis pondasi awal 100 mm, lapis pondasi akhir 236 mm. Sedangkan berdasarkan rekapitulasi hasil analisa didapat biaya struktur perkerasan kaku senilai Rp 2.718.646.898, biaya struktur perkerasan Lentur senilai Rp 2.112.631.770 dan biaya struktur perkerasan Paving senilai Rp. 902.412.387. Sehingga dapat diketahui bahwa perkerasan paving blok lebih hemat, namun struktur perkerasan paving blok sangat tidak nyaman untuk kendaraan dengan kecepatan tinggi dan kendaraan berat.

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