cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Rio Rahma Dhana
Contact Email
riorahma@yahoo.co.id
Phone
+6281515602211
Journal Mail Official
tekniksipil.unisla@yahoo.co.id
Editorial Address
Jl. Veteran No. 53 Lamongan
Location
Kab. lamongan,
Jawa timur
INDONESIA
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan
Published by Universitas Islam Lamongan
ISSN : 25032399     EISSN : 26207222     DOI : https://doi.org/10.30736/cvl
Core Subject :
Jurnal Penelitian Teknik Sipil UNISLA (ISSN2503-2399) adalah jurnal ilmiah yang bertujuan untuk mengkomunikasikan hasil dan riset teknologi dalam rangka untuk pengembangan teknologi di bidang teknik sipil. Sasaran pembaca adalah para ilmuwan, akademis, serta praktisi dari bidang teknik sipil sebagai berikut: Rekayasa Struktural, Teknik Geotek, Rekayasa Sumberdaya Hidrolik dan Air, Rekayasa Transportasi, dan Manajemen Konstruksi.
Arjuna Subject : -
Articles 167 Documents
 11   12   13   14   15 
Analysis of the Precast Half Slab Method in Batang I Industrial Workers Flats Development Project Iqbal Muttaqin; Nasyiin Faqih; Agus Juara
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 8 No 1 (2023): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v8i1.1003

Abstract

This study aims to analyze the application of Precast Half Slab formwork with conventional formwork in terms of cost, time, and implementation stages. The method used in this study is the precast half slab method. The Batang I Industrial Worker Flats project is in the Batang Integrated Industrial Estate. In the highly advanced construction era, many projects compete to innovate to produce a fast and efficient building. This Project uses the precast half slab method, where half of the floor slab is printed offsite (precast) with a thickness of 7 cm, and the other half is in place (topping 5.5 cm). This final Project analyzes the precast half slab method used by comparing it to the conventional method in terms of cost and time, so it can be seen which method is more profitable. The precast half-slab method analysis focuses on calculating the direct cost of conventional half-slab precast in terms of materials, tools, and worker wages, as well as calculating the time needed for each job.
Priority of Maintenance of Structural and Architectural Elements Using the Analytical Hierarchy Process (AHP) Method Fadli Idris; Astiah Amir; Aris Marisa
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 8 No 1 (2023): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v8i1.1023

Abstract

The building construction will decrease with an increased service life of the structure. The school building for SMP Negeri 2 Meulaboh West Aceh is one of the school buildings that need attention from the government. Much of the building damage is due to age and improper maintenance methods. This study aimed to determine the maintenance priorities of the structural and architectural elements of the SMP Negeri 2 Meulaboh school building. This study used the descriptive qualitative method. Primary data was collected through surveys, interviews, documentation, and distributing questionnaires, while secondary data was collected from related institutions or agencies. Data analysis was processed using the Analytical Hierarchy Process (AHP) method. The selection of sample respondents is not random/nonrandom sampling but is carried out using purposive sampling. The analysis results of the order of priority for the maintenance of structural elements the priority, namely, the column, the type of damage to the chipped concrete cover gets the highest priority with a priority value of 0.359. While the second priority is for architectural elements, namely ceilings, walls, doors, windows, and floors, the damage to fading ceiling paint gets the lowest priority with a value of 0.016.
Comparison of Structure Design Between Bored Pile Foundations and Pile Foundations (Case Study: Industrial Worker I Batang Flower House Construction Project) M Iqbal Surya Negara; Nasyiin Faqih; Agus Juara
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 8 No 1 (2023): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v8i1.1028

Abstract

Field surveys and laboratories found dense soil layers up to a depth of 14 m, so an alternative to drilled pile or pile foundations was used. This study aims to compare the pile and drilled pile foundation plans with the same soil data, loads, and dimensions. Analysis by calculating the pile foundation plan compared to the drilled pile foundation so that the planning results are obtained, soil bearing capacity, pile group efficiency, number of piles and drilled piles, RAB (budget plan), and drilled pile plans. Compared to 50cm square piles and 40×40cm square piles, the bearing capacity of a single pile (Qult) is 44.5 tons, and the bored pile foundation is 54.72 tons. The pile resistance (f) is 38.79 tons for piles with a diameter of 40 x 40 cm and 38.79 tons for drilled piles with a diameter of 50 cm. One pile's allowable pressure-bearing capacity (Pa) is 14.48 tons, and one drilled pile is 17.48 tons. The permissible tensile strength (Pta) for one pile is 11.64 tons, and for one drilled pile is 14.46 tons. The pile foundation requires 263 piles, and the bored pile foundation requires 258 piles.
Re-Design of the Structure of the Batang I Industrial Flats Worker Building Using the Precast Concrete Method Ridwan Riskyanto; Nasyiin Faqih; Suharto Suharto
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 8 No 1 (2023): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v8i1.1046

Abstract

The Industrial Workers' Flats, located in the Batang Integrated Industrial Area, are supporting facilities workers use. The building was previously planned using conventional methods. In many cases, demands for fast and efficient construction work often occur, especially in the case of high-rise buildings. The need for multi-storey buildings encourages the need for an economical structural design that can be implemented quickly and efficiently without reducing the stiffness between the components of the building structure. From the explanation above, it is re-planned using the precast concrete method so that the work is neat, precise, and fast. In this planning, the SRPMK system is used. It needs good supervision in precast concrete, especially in joints, because precast joints are not as monolithic as conventional ones. It is necessary to develop precast technology to be more innovative in its use and easier to apply.
Drainage Analysis of the West Outer Ring Road Surabaya Danayanti Azmi Dewi Nusantara; Feriza Nadiar; Nastasia Festy Margini
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 8 No 1 (2023): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v8i1.1050

Abstract

The development of West Outer Ring Road, abbreviated as JLLB, to improve the quality of infrastructure in the City of Surabaya. A breakthrough is needed by opening a new existing road section to break down traffic jams that lead to the main corridor section of the central city. The JLLB area, originally a green open area, was converted into a road area. This condition will cause changes in the sum of rainwater runoff that occur. The JLLB also intersects with the railroad tracks. A drainage system plan to ensure no puddles on the road, even through the railroad tracks. The method of this study follows hydrological and hydraulics analysis of the drainage systems. The results of drainage analysis on West Outer Ring Road, abbreviated as JLLB, there are several typical canal dimensions needed. All velocities can be controlled in the range of permissible velocity. The minimum velocity is 0,4 m/sec, and the maximum is 0,873 m/sec. The maximum planned discharge is 1,381 m3/sec. The capacity of boezem is planned to suit 5,104 hr of rain duration. Based on all that results, the drainage analysis of JLLB would be great if implemented according to plan.
Wear Rate By Utilizing Asphalt Starbit PG 70 Due To Peat Water Soat Muthia Anggraini; Krisela Br Simbolon; Alfian Saleh
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 8 No 1 (2023): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v8i1.1053

Abstract

Asphalt Starbit PG 70 is a polymer (elastomer) based modified asphalt. The advantages of Asphalt Starbit PG 70 are resistant to water and weather, thus affecting the construction of highway infrastructure. Construction of highways in peat water areas, where the characteristics of peat water are that it contains high levels of organic matter and iron and has a low pH < 4 – 5, causing performance disturbances and causing pavement damage. The study aimed to analyze the wear value of Starbit asphalt due to peat water immersion for 30 minutes, 24 hours, and 48 hours. The research method is wear testing based on the 2018 Revision 2 Bina Marga Specifications. The results of soaking in peat water for 48 hours experienced an increase in weight loss of 7.37% due to having a high level of acidity which contains lignin compounds in organic matter. Meets the specifications of Highways 2018 Revision 2, namely for a weight loss value of ≤ 20%.
Study of the Role of Construction Companies on the K3 Management System as an Effort to Improve the Quality of the Company Nurjanah; Hangga Prima Setiawan; Bambang Hardadi; Iqbal Novarino
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 9 No 2 (2024): SEPTEMBER
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v9i2.1168

Abstract

Measurement of construction companies can be declared good if implementing the Occupational Health and Safety Management System (OHSAS). Meanwhile, the most important element in the OHSAS implementation program is the company's policy on designing the construction work safety system or support from the Board of Directors for the implementing occupational safety design. This study aims to check the influence of the company's owner on the OHSA quality of the company. The survey was followed by distributing questionnaires to several construction company owners in Blitar for data collection. It was taken to determine whether this research is very influential or not at all regarding the importance of the company's owner's role regarding OHSA and the application of protective equipment to reduce work accidents on the quality and competitiveness of the company in the construction project auction in the construction project for private, local, and national governments. The results of the study showed superiors and directors of construction service companies whose roles and responsibilities have not been maximized in implementing the company’s occupational health and safety management system in Blitar. In this case, the implementation of OHSA by the company indirectly contributes to maintaining the quality of the services provided.
Traffic Accident Cost Analysis Using The Gross Output (Human Capital) Method Approach Yogi Oktopianto; Widi Yau Hastuti; Riza Phahlevi Marwanto
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 9 No 1 (2024): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v9i1.1169

Abstract

Based on the Tangerang Police traffic accident data, there were 1,559 accidents that occurred in Tangerang Regency during the last 5 years and have increased every year. These problems need to be studied to determine the factors that cause accidents from the characteristics, and the amount of accident costs as an effort to improve traffic safety on the highway. The study used the EAN (Equivalent Accident Number) method to calculate accident rates and The Gross Output method to calculate accident costs. Based on the calculation of The Gross Output method, the total unit cost of accident victims is Rp. 2,084,725,349.34, - and the amount of accident victim costs is Rp. 9,817,644,067.75, -. The unit cost of an accident is Rp. 2,127,225,346.43, - and the amount of accident costs is Rp. 10,041,644,067.75.
Static Load Test of the Bridge to Fulfill the Functional Suitability Criteria of Way Sekampung Bridge Heri Khoeri; Panji Nugroho; Wisnu Isvara
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 9 No 1 (2024): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v9i1.1180

Abstract

Jembatan dan terowongan jalan merupakan salah satu prasarana transportasi yang menyangkut hajat hidup orang banyak dan mempunyai fungsi sosial yang sangat penting sehingga harus dilakukan penyelenggaraan keamanan bagi pengguna jalan sebagaimana yang diamanatkan oleh Permen PUPR 10 tahun 2022 tentang Keamanan Jembatan dan Terowongan. Parameter daya layan yang harus dipenuhi untuk aspek keamanan adalah tidak terlampauinya batas tegangan dan batas lendutan pada saat operasional termasuk saat kondisi pembebanan maksimum terjadi. Untuk mengetahui perilaku Jembatan Way Sekampung saat beroperasi dilakukanlah uji pembebanan static dan dinamik pada jembatan. Uji beban statik dilakukan dengan beban bertahap sampai dengan 66% UDL (120 ton) dengan kelipatan 16% (30 ton), dan selanjutnya beban dihilangkan secara bertahap. Lendutan terukur pada beban 66% UDL yaitu 8,698 mm yang diextrapolasi ke 100% UDL menjadi 17,888 mm masih di bawah batas lendutan ijin (L/1000 = 35.7 mm). Sejalan dengan itu regangan yang diekstrapolasi dari regangan 60%UDL yaitu 0,00013 juga masih di bawah batas regangan tarik yang berpotensi menyebabkan beton retak (= 0,00015). Selama tahapan pengujian struktur menunukan bersifat linier elastin, dengan lendutan sisa maksimum 1.3 mm masih di bawah bats lendutan sisa yang diijinkan (17,4 mm). Berdasarkan penilaian parameter uji statik, maka jembatan laik untuk difungsikan.
Planning Of Raw Water Distribution Network Sumberrejo Village Candipuro District Lumajang Regency: Perencanaan Jaringan Distribusi Air Baku Desa Sumberrejo Kecamatan Candipuro Kabupaten Lumajang Ahlan Tri Yogatama; Danayanti Azmi Dewi Nusantara
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 9 No 1 (2024): MARCH
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v9i1.1183

Abstract

Indonesians have an average domestic water consumption of 34.2 liters/person/day while the minimum amount to meet basic human needs is 50 liters/person/day. The lack of water consumption requires a water distribution system so that minimum water consumption can be met. Sumberrejo Village is one example that does not have a water distribution network, so to meet daily water needs using ground wells. The use of earthen wells certainly has risks, namely contamination from fecal waste. Research on water distribution network planning needs to be done due to these problems. This plan aims to determine the availability of water to flow through Sumberrejo Village, water needs in the projection year, pipe dimensions, and reservoir dimensions used. This study used a quantitative descriptive method. Hydraulic analysis of piping networks using the Hazen–William method with the Epanet 2.2 auxiliary program. The results of the study found that the availability of water in Sumberrejo Village was inadequate, so it used the Gedang Sutro water source located in Sumberwuluh Village. Water demand in the projection year is 20,966 l / s at peak hour conditions. The diameter of the pipe used in this planning is 8 inches; 6 inches; 5 inches; 4 inches; 3 inches; 2.5 inches; 2 inches; 1.5 inches; 1.25 inches; 1 inch; and 0.75 inches. The reservoir used in this planning is tubular with a diameter of 11.5 m and a height of 4.5 m.

Page 13 of 17 | Total Record : 167

 11   12   13   14   15 

Filter by Year

2017 2026


Reset
Filter By Issues
All Issue Vol 11 No 1 (2026): MARET Vol 10 No 2 (2025): SEPTEMBER Vol 10 No 1 (2025): MARET Vol 9 No 2 (2024): SEPTEMBER Vol 9 No 1 (2024): MARCH Vol 8 No 1 (2023): MARCH Vol 8, No 1 (2023): MARCH Vol 7, No 2 (2022): September Vol 7, No 1 (2022): March Vol 6, No 2 (2021): September Vol 6, No 1 (2021): March Vol 1, No 2 (2016): September Vol 5, No 2 (2020): September Vol 5, No 1 (2020): March Vol 4, No 2 (2019): September Vol 4, No 2 (2019): Jurnal Civilla Vol 4, No 1 (2019): March Vol 3, No 2 (2018): September Vol 3, No 1 (2018): March Vol 2, No 2 (2017): September Vol 2, No 1 (2017): March More Issue