cover
Article Per Year (5 Year)
All
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
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 110 Documents
 3   4   5   6   7 
ANALISIS RISIKO KESELAMATAN DAN KESEHATAN KERJA DENGAN HIRADC (STUDI KASUS : PEMBANGUNAN/REHABILITASI GEDUNG KEJAKSAAN TINGGI PROVINSI KALIMANTAN TENGAH) Priambudi, Januar Amin; Puspasari, Veronika Happy; Nuswantoro, Waluyo; Purwantoro, Almuntofa
Jurnal Civil Engineering Study Vol. 3 No. 02 (2023): 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.v3i02.778

Abstract

Risk is the combination of the likelihood of a hazardous event or exposure with the severity of injury or impairment to health caused by the event or exposure. Every activity carries a risk of success or failure. The purpose of this study is to identify the construction and determine the assessment for each work item. The results of the hazard identification process that can occur include dehydration / heat exhaustion; back pain; inhalation of dust / cement; errors in lifting, shifting, and moving; inhalation of paint and thinner odors; exposed to sharp objects. By combining opportunities and consequences, the work items with the highest risk of hazards are mechanical electrical plumbing with 24 risks, the second highest risks are structural and architectural work with 14 risks each, and the lowest risk level is in preparation work with 3 risks.
STRUCTURAL PLANNING OF 4 FLOOR BULDING OFFICE OF HIGH PROSECUTORS, CENTRAL JAVA Saputra, Dicky Alga; Purwanto; Widorini, Trias; Crista, Ngudi Hari; Krisno, Gama Aji
Jurnal Civil Engineering Study Vol. 4 No. 01 (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.v4i01.438

Abstract

Structural Planning of a building construction is needed to get the most effective and efficient dimensions and configuration of the structure. Planning of a building structure located in a prone area must be planned according to standards, strong, and earthquake safe. Structural Planning of a 4 - Story Building for the Central Java Attorney General's Office, referring to the Structural Concrete Requirements to refer to Buildings and Non-Buildings (Indonesian National Standard 03-1726-2019) and Minimum Loads for Designing Buildings and Other Structures (Indonesian National Standard 03-1727-2013). The planning of the 4-story building structure of the Central Java Prosecutor's Office includes the planning of the upper and lower structures. Planning the upper structure using SAP 2000 V14.2.2, while the lower structure is planned manually. The upper structure includes the planning of the roof, beams, columns, and floor plates of the building, while the lower structure includes the planning of the foundation. Loads that are reviewed for the design of structural elements are dead load, live load, and earthquake load. Earthquake load entered is dynamic earthquake load. Structural Planning of a building construction is needed to get the most effective and efficient dimensions and configuration of the structure. Planning of a building structure located in a prone area must be planned according to standards, strong, and earthquake safe. Structural Planning of a 4 - Story Building for the Central Java Attorney General's Office, referring to the Structural Concrete Requirements to refer to Buildings and Non-Buildings (Indonesian National Standard 03-1726-2019) and Minimum Loads for Designing Buildings and Other Structures (Indonesian National Standard 03-1727-2013). The planning of the 4-story building structure of the Central Java Prosecutor's Office includes the planning of the upper and lower structures. Planning the upper structure using SAP 2000 V14.2.2, while the lower structure is planned manually. The upper structure includes the planning of the roof, beams, columns, and floor plates of the building, while the lower structure includes the planning of the foundation. Loads that are reviewed for the design of structural elements are dead load, live load, and earthquake load. Earthquake load entered is dynamic earthquake load.
EFEKTIFITAS MODA TRANSPORTASI BUS RAPID TRANSIT (BRT) DALAM MENUNJANG AKTIFITAS BEKERJA DI KOTA SEMARANG Safitri, Octafiani; Bagus Prakoso, Surya; Irawati, Iin; Intan Pratiwi, Yesina
Jurnal Civil Engineering Study Vol. 4 No. 01 (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.v4i01.519

Abstract

Transportation is the lifeblood of everyday life and one of the basic needs of society. Almost everyone needs transportation to meet their needs, such as the need for work, school, recreation and social interaction. The choice of transportation modes in an urban area is now increasingly varied, starting from private or public transportation. Various activities such as government administrative centers, communication centers, industrial centers and trade centers located in the city of Semarang are factors in all people's choices in using modes of transportation. This analysis uses AHP analysis by presenting it in the form of numbers, graphs, tables and narratives. AHP is a method used to rank decision alternatives and to choose the best of several criteria. AHP develops a numerical value to rank each decision alternative, which is based on how far each alternative meets the criteria of the respondent. Based on the data, it can be explained that the most important criteria for respondents to the choice of transportation mode are the time criteria of 96.78%, then the cost criteria of 2.90%, the next for the age criteria of 0.21% and the last for the criteria worker characteristics of 0.01%. Furthermore, the order of priority for selecting the first working mode of transportation is motorbikes at 91.41%, the second is BRT at 8.01% and the last is Angkot at 0.48%. This study concluded that based on the results and discussion of this study are as follows: Based on calculations AHP data processing can be explained that the most important criteria for respondents to the selection of work transportation modes are time criteria of 96.78%, then cost criteria of 2.90%, next for age criteria of 0.21% and finally for characteristic criteria workers by 0.01%. After obtaining the results of alternative weights, the priority for choosing the first working mode of transportation is motorbikes at 91.41%, the second is BRT at 8.01% and the last is Angkot at 0.48%.
Pengaruh Pasar Johar Semarang Terhadap Kinerja Arus Lalu Lintas di Jalan K.H. Agus Salim Kurniawan, Muhammad; Dwi Saputro, Wahyu; Handajani, Mudjiastuti; Muldiyanto, Agus
Jurnal Civil Engineering Study Vol. 3 No. 02 (2023): 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.v3i02.793

Abstract

Kinerja jalan merupakan suatu ruas jalan yang melayani arus lalu lintas yang terjadi pada ruas jalan tersebut. Namun jika ruas jalan tersebut terjadi banyak hambatan samping, maka kinerja dari ruas jalan akan mengalami penurunan. Tidak terkecuali akibat aktifitas Pasar dapat menyebabkan penurunan kemampuan suatu ruas jalan. Dalam (MKJI 1997) segmen pada jalan perkotaan harus selalu ada kemajuan secara permanen dan menerus sepanjang atau hampir seluruh jalan, baik itu pekerkembangan berupa lahan atau buatan. Tujuan dari penelitian ini untuk mengetahui kinerja jalan pada ruas jalan K.H. Agus Salim Pasar Johar. Analisa dilakukan dengan menggunakan metode MKJI 1997. Data primer yang dibutuhkan yaitu volume lalu lintas, kecepatan lalu lintas, kepadatan lalu lintas dan nilai hambatan samping. Data sekunder berupa peta lokasi penelitian dan jumlah penduduk di Kota Semarang. Data yang didapat dengan nilai terbesar yaitu pada hari Senin, 1 Agustus 2022 dengan nilai maksimal volume arus lalu lintas yaitu 574, 85 smp/jam. Untuk volume terendah diperoleh pada hari Minggu yaitu 431,7 smp/jam. Hasil dari analisa aktifitas didapat frekuensi bobot kejadian yang sama yaitu 100-299 kejadian, sehingga termasuk golongan “Rendah”.
PENGENDALIAN WAKTU DAN PENJADWALAN ULANG MENGGUNAKAN METODE CPM (CRITICAL PATH METHOD) Purwantoro, Almuntofa; To’unni, Attie Wawey Lagi; Uda, Subrata Aditama K.A.
Jurnal Civil Engineering Study Vol. 4 No. 01 (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.v4i01.801

Abstract

In some development projects, finishing the work inside a restricted time is normal. This can never again be kept away from after the utilization of labor with is presently not equally. CPM (Critical Path Method) is a critical path the that intends to decide project arranging and time estimates that are deterministic/positive. Poin of investigation utilizing this method is to decide the time and cost of the undertaking and figure out what activities are remembered for the fundamental activities. Project arranging helps show the relationship of every development to various activities and normal assignments, recognizes which connections ought to come first among activities, and shows pragmatic time measures for each activity. Time control made no difference and the rescheduling results acquired for Development project the CPM (Critical Path Method) strategy were gotten in 300 days as per the underlying term of work.
PENGGUNAAN SERAT SABUT KELAPA SEBAGAI BAHAN TAMBAH PADA CAMPURAN STONE MATRIX ASPHALT (SMA) – KASAR Anwar, Iqbal Firdany; Desriantomy; Salonten; Purwantoro, Almuntofa
Jurnal Civil Engineering Study Vol. 4 No. 01 (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.v4i01.813

Abstract

Advances in technology and science are anticipated to deal with the constraints associated with increasing the amount and quality of road construction, as well as road maintenance. Therefore, a construction technology for highway pavement layers that has been successfully developed in Germany since the 1960s, known as SMA S (Split Mastic Asphalt / Stone Matrix Asphalt with added Cellulose). This study was conducted with the aim of knowing the effect on the use of coconut fiber as a cellulose fiber additive in SMA (Split Mastic Asphalt / Stone Matrix Asphalt) type SMA mixtures. Determine the value of the Optimum Coconut Fiber Addition Rate and the value of the Marshall characteristics of the Stone Matrix Asphalt (SMA) mixture - Coarse using ex aggregate. Merak with varying levels of 0.1%, 0.2%, 0.3%, 0.4%, and 0.5% The results of the research on the durability parameters of the Stone Matrix Asphalt (SMA) - Coarse mixture using the immersion test characteristic method for the Optimum Coconut Fiber Addition Level, the stability value decreases when it has been through immersion for 24 hours.
Faktor-Faktor Yang Mempengaruhi Penyedia Jasa Untuk Mengikuti Tender Pekerjaan Konstruksi Di Kota Palangka Raya Larasati; Dewantoro; Nuswantoro, Waluyo
Jurnal Civil Engineering Study Vol. 4 No. 01 (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.v4i01.857

Abstract

In the development of Central Kalimantan, the construction sector plays a strategically significant role in providing infrastructure. In 2022, there were 2,082 registered construction companies, with 27.19% of them located in Palangka Raya City. According to data obtained from the Electronic Procurement Service (LPSE) of the Palangkaraya City Government, a total of 155 construction service procurement packages were tendered in 2023. The realization of the participation level of construction job providers and consulting services experienced a decrease compared to 2022. Data collection was conducted through questionnaire distribution and literature review. This research employed the Structural Equation Modeling-Partial Least Squares (SEM-PLS) method for data analysis using SmartPLS 3.0 software. The results of the analysis show that the characteristics of the company, project characteristics, project documents, tender conditions, and economic conditions significantly influence and contribute greatly to influencing service providers to participate in construction job tenders.
A Analisis Kinerja Sistem Distribusi Air Bersih Menggunakan SPSS (Studi Kasus HIPPAM Sejahtera Desa Bakung Kecamatan Kanor Kabupaten Bojonegoro) Mushthofa, Mushthofa; Munawaroh, Siti Rohmatul; Indriani, Yulia; Faqih, Nasyiin; Roehman, Fatchur; Chandrasasi, Dian; Nastain
Jurnal Civil Engineering Study Vol. 4 No. 01 (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.v4i01.868

Abstract

Water is needed for various purposes, including human consumption, agriculture, industry, and hygiene. Protection and wise management of water resources is very necessary to ensure the availability of sufficient clean water for everyone. Services for clean water needs in Bakung Village are managed by the Drinking Water Users Population Association (HIPPAM), which currently numbers approximately +- 968 house connections (SR), and a reservoir capacity of 18
THE ANALISA KEBUTUHAN PIPA RESAPAN HORIZONTAL AKIBAT PERUBAHAN TATAGUNA LAHAN PADA DAERAH ALIRAN SUNGAI LUTUNG Salsabila, Cindy; Setyowati , Alfira; Susilo , Edy; Setyati Budiningrum, Diah
Jurnal Civil Engineering Study Vol. 4 No. 01 (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.v4i01.874

Abstract

Perubahan tataguna lahan yang memberikan dampak langsung terhadap peningkatan aliran permukaan dan menurunnya peresapan air ke dalam tanah, yang berakibat banjir dan kurangnya air tanah. Pengembalian air ke dalam tanah dengan cara biopori bisa juga menggunakan metode sumur resapan dan pipa resapan horisontal. Analisa kebutuhan pipa resapan horisontal menggunakan dua metode yaitu metode Hidrograf dan metode Rasional. Dengan menggunakan pipa horisontal dinding berlubang panjang 4 m akan menggunakan pipa diameter 6". Debit banjir yang dipasang adalah debit banjir hidrograf dengan metode Gama I. Debit banjir periode ulang 50 tahun adalah Debit tahun 2007 = 11,43 m³/detik, Debit tahun 2023 sebelum dipasang PRH = 15,36 m³/detik, Debit tahun 2023 setelah dipasang PRH = 11,31 m³/detik. Analisa reduksi banjir yang digunakan adalah reduksi banjir hidrograf dengan metode Gama I sebesar 8,55 m³/detik, dan dibutuhkan pipa resapan horisontal sebanyak 1650 unit
Perencanaan Dinding Penahan Tanah Di Ruas Jalan Desa Tanjung Pakis Aji Jepara Faizah, Nur Laili; Umam, Khotibul; Rochmanto, Decky; Ariyanto
Jurnal Civil Engineering Study Vol. 4 No. 01 (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.v4i01.886

Abstract

Retaining walls are a ground control technique that is very necessary to overcome landslides. As happened in the Tanjung Pakis Aji village area. It has steep slopes and there are indications that landslides often occur during the rainy season. The soil parameters that need to be known to plan soil retention walls for testing include specific gravity (Gs); 2.65 kN/m2, void number (e); 33.9, porosity 97.14, shear angle φ ; 29.71 ˚, soil cohesion (c) 24.5 kN/m2, dry soil volume weight (yd ) ; 1.18 kN/m3, wet soil volume weight (yb); 1.87 kN/m3, air content (Wn); 15.29%. Dimensional calculations, stability control, reinforcement of retaining walls are very important in planning retaining walls. The aim of this research is to plan a retaining wall at this location using a cantilever type retaining wall. The results show that the cantilever type retaining wall with dimensions H = 7 m, B = 3 m, T = 0.4 m, Tt and Th = 0.5, Lt = 1, Lh = 1.m, the cantilever is declared safe for the condition of the soil with a safety factor value of Fgs = 4.061 (safe), Fgl = 2.57 (safe), F carrying capacity = 6.62 (safe). From these calculations, reinforcement of types D19-250, D19-200, D19-200 can be obtained, with shrinkage reinforcement D13-100, D13-200.

Page 5 of 11 | Total Record : 110

 3   4   5   6   7 

Filter by Year

2021 2025


Reset
Filter By Issues
All Issue Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study Vol. 5 No. 01 (2025): Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study Vol. 4 No. 01 (2024): Jurnal Civil Engineering Study Vol. 3 No. 02 (2023): Jurnal Civil Engineering Study Vol. 3 No. 01 (2023): Jurnal Civil Engineering Study Vol. 2 No. 02 (2022): Jurnal Civil Engineering Study Vol. 2 No. 01 (2022): Jurnal Civil Engineering Study Vol. 1 No. 01 (2021): Jurnal Civil Engineering Study