cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Irja Tobawan Simbiak
Contact Email
garuda@apji.org
Phone
+6285726173515
Journal Mail Official
danang@apji.org
Editorial Address
Jl. Camp. Wolker Waena, Abepura, , Jayapura, Provinsi Papua, 99117
Location
Kota jayapura,
P a p u a
INDONESIA
Jurnal Sipil Terapan
Published by Universitas Cenderawasih
ISSN : 29869862     EISSN : 29869870     DOI : 10.58169
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Teknik Sipil meliputi bidang ilmu yang mempelajari perencanaan/perancangan, manufaktur, manajemen/pengelolaan, dan konservasi dari beragam fasilitas dan sistem untuk mendukung sebuah kota, pedesaan, dan perkotaan.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 41 Documents
 1   2   3   4   5 
Studi Komparasi Bangunan Tahan Gempa Berdasarkan SNI 1726-2012 dan SNI 1726-2019 : Studi Kasus: Bangunan Gedung 8 Lantai Pramesta Armanisag P; Agustinus Sungsang Nana P; Hida Ulfa A
Jurnal Sipil Terapan Vol. 2 No. 1 (2024): Mei : Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i1.517

Abstract

Indonesia is an archipelago that is flanked by oceanic plates and land plates that cause the two plates to often collide. This causes Indonesia to be an earthquake-prone area and has many volcanoes. Research related to earthquakes in Indonesia continues to develop. This has resulted in several points such as new earthquake hazard maps and the latest regulations related to earthquake-resistant building planning, resulting in the building planning process having to follow the latest applicable regulations. The purpose of this study is to analyze changes in SNI, structural dimension requirements, reinforcement requirements, and structural behavior and internal forces due to the application of SNI 1726:2012 and SNI 1726:2019 in a building. The research method used was to conduct a literature study on the changes from SNI 1726:2012 to SNI 1726:2019 using the SNI 2847:2019 planning which will be used in the structural analysis. The results obtained from this study show that there are differences in the earthquake maps used in SNI 1726:2012 and SNI 1726:2019, there are differences in parameters in SNI 1726:2012 and SNI 1726:2019 which result in an increase in the forces acting on the structure which affects the need for reinforcement. Structural planning is carried out by following SNI 1726:2019 and SNI 2847:2019, for existing buildings that have been built based on SNI 1726:2012, it is necessary to carry out a re-examination or assessment to determine the condition of the existing building in relation to earthquake in Indonesia.
Studi Kelayakan Penggunaan Material Lokal Berupa Agregat Kasar dan Agregat Halus di Kabupaten Jayapura Sebagai Bahan Dasar Stone Matrix Asphalt (SMA) Kasar Muhammad Arie Nugraha; Bahtiar Bahtiar; Davy I.R. Jansen
Jurnal Sipil Terapan Vol. 2 No. 2 (2024): November : Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i2.376

Abstract

Flexible pavement is the most widely used pavement in Indonesia. There are three types of hot mix asphalt in Spesifikasi Umum Bina Marga 2018 Rev. 2, including Asphalt Concrete (AC), Thin Layer Asphalt Concrete (Hot Rolled Sheet, HRS) and Stone Matrix Asphalt (SMA). Of the three types of hot mix asphalt Stone Matrix Asphalt has advantages but is rarely used in Indonesia, especially in Papua. This is what then motivated the author to raise the research topic to find out whether local materials in the Jayapura Regency area can be utilized as a basic material for Rough Stone Matrix Asphalt (SMA).This research was conducted at the BPJN Jayapura Testing Laboratory with asphalt levels of 5.5%, 6.0%, 6.5%, 7.0% and 7.5%. Coarse aggregate in the form of crushed stone and stone ash was obtained from Kampung Harapan, Jayapura Regency while sand was obtained from River at Waibu District Jayapura Regency and filler from stone ash. The results of the water absorption test stated that the aggregate from Kampung Harapan had a value greater than 2% and sand 0.872%. The marshall test results showed that the stability and flow values continued to increase with the addition of asphalt content and decreased at 7.5% asphalt content. While the Void In Mix value decreased with the addition of asphalt content and the Void In Mineral Aggregate value continued to increase with the addition of asphalt content although it was still below the standard. Optimum Asphalt Content is obtained with a value of 6.13%. The residual strength index is 84.77%. As for the price difference between Stone Matrix Asphalt Rough is more expensive by 15.02% compared to the Intermediate Layer Laston (AC - BC).
Analisis U-Turn (Putaran Balik) Terhadap Kelancaran Arus Lalu Lintas : Studi Kasus Jalan Trikora Manokwari Jimmy Harrison Nababan; Semuel Rorrong; David David
Jurnal Sipil Terapan Vol. 3 No. 1 (2025): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i2.377

Abstract

U-Turn Facilities serve to accommodate vehicles changing the direction of travel. Trikora road Manokwari has a U-Turn that causes traffic flow conflicts. The problem occurs because the vehicle cannot make a U-Turn movement properly, so it takes more time when making a U-Turn movement. The purpose of study was to analyze traffic flow conflicts, road geometrics, and level of service. Data collection method by direct observation for 7 days at 07.00 AM to 08.00 AM, 08.00 AM to 09.00 AM, 11.00 AM to 12.00 PM, 12.00 PM to 13.00 PM, 16.00 PM to 17.00 PM and 17.00 PM to 18.00 PM at the research location. Data analysis using MKJI 1997. The results of data analysis obtained a maximum traffic volume of 1308 pcu/hour. Side obstacle class Medium with a weighted frequency 390 with industrial area conditions, several shops on the side of the road. Road capacity of 5562 pcu/hour. Maximum vehicle of 24,70 meters. Disturbed traffic flow speed of 27,32 kilometers/hour. Road shoulder width of 1,5 meters. Level of service value of 0,44 (A). Keywords: U-Turn, Road Geometrics, Traffic Flow, Capacity
Stabilisasi Tanah Lempung dengan Campuran Fly Ash dan Serbuk Batu Karang terhadap Nilai CBR Try Sunanda Fathanah; Duha Awaluddin Kurniatullah; Alfian Adie Chandra
Jurnal Sipil Terapan Vol. 2 No. 2 (2024): November : Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i2.379

Abstract

Clay soils generally have low bearing capacity and are vulnerable to the water. Therfore, stabilization is necessary as an effort to increase the bearing capacity and improve the other parameters, one fo them by adding other materials such as fly ash and coral limestone powder as done in this research. The purpose of this research is to understand the effect of fly ash and coral limestone powder addition to the bearing capacity of clay soils after compaction process in term of CBR value by adding 15% fly ash and 0%, 10%, 20%, 30% coral limestone powder variations. The analysis results show that the original soil is an inorganic clay with 47,84% plasticity index. By adding fly ash and coral limestone powder variations decreases the plasticity index value to the lowest value 20,23%. The specific gravity increased on the 15% fly ash addition from 2,63 to 2,868 and decreased along with coral limestone powder addition to the lowest value 2,556. The maximum dry density decreased by adding 15% fly ash from 1,465 gr/cm3 on the original soil to 1,450 gr/cm3 and increased along with coral limestone powder addition to the highest value 1,522 gr/cm3. The optimum moisture content decreased along with the fly ash and coral limestone powder addition from 26,80% to 20,50%. The CBR value increased from the lowest value 0,47% to the highest value 15,29%.
Analisis Profitabilitas pada Proyek Rehabilitasi Jalan Banjaragung Pulosari Jombang Dita Irtanti Febrianita; Totok Yulianto; Meriana Wahyu Nugroho; Titin Sundari
Jurnal Sipil Terapan Vol. 2 No. 2 (2024): November : Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i2.601

Abstract

Profitability analysis is a key factor in evaluating the success of construction projects. This study focuses on the profitability of the Banjaragung - Pulosari road rehabilitation project in Jombang. The rehabilitation project spans 1,566 meters in length and 3 meters in width, with a project value of IDR 1,534,120,251. To determine the profit level, a profitability analysis is required. The main objective of this report is to provide an understanding of profitability analysis in the construction industry, particularly in the Banjaragung - Pulosari road rehabilitation project in Jombang, by presenting the Return on Investment (ROI), Internal Rate of Return (IRR), and Benefit-Cost Ratio (BCR) methods as tools for evaluating profitability. The analysis results show a favorable outcome with an ROI of 29% and an IRR of 10.42% per year, which is higher than the East Java Regional Development Bank’s Prime Lending Rate (SBDK) of 6% per year. A BCR of 1.0669 also indicates that the benefits exceed the costs, signifying that the project has high investment return potential and is viable to undertake.
Perancangan Ulang Tata Letak Fasilitas Produksi dengan Metode from to Chart pada Perusahaan Meubel di CV. Esa Banyuwangi Yustian Suhandinata
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.602

Abstract

Layout is one of the strategic operational decisions that also determines the efficiency of the company's operations in the long term. The right layout shows the characteristics of the adjustment of the layout of the operational facilities with the products or types of services produced and their conversion processes. A good layout will contribute to increasing the company's productivity. CV. ESA is a furniture company that produces multi-products with a make-to-order production system. The layout of the production department at CV. ESA has problems in terms of the distance of moving the cutting results to the installation of the frame which is less efficient. The purpose of the study is to find out and redesign a good production facility layout so that it can minimize the distance and cost of material handling at CV. ESA Banyuwangi. The results of the redesign of the production facility layout concluded that the effective and efficient arrangement of the department layout is in the sequence B C I J K M N O. From the results of data processing, it was obtained about the redesign of the production facility layout in order to obtain a comfortable work area and to minimize the distance of material movement with a total distance of movement per day of 2,516 smaller than the initial layout of 4,916. Calculation of optimum material transfer costs for the initial layout Material transfer costs per month = Rp 23,990 while in the proposed layout Material transfer costs per month = Rp 12,239.
Analisis Biaya dan Waktu Penggunaan Floating Floor sebagai Pengganti Urugan Tanah dengan Metode Value Engineering (VE): Studi kasus Pembangunan Gedung DPRD Kota Mojokerto Yustian Suhandinata
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.603

Abstract

In the Development of Building Activity Budgeting in the Central Government, the construction world has been marked by the construction of increasingly large and complex buildings and other facilities. This is a business opportunity as well as a challenge for the business community, especially the construction services business. The Mojokerto City Government, in this case the Public Works and Spatial Planning Service of Mojokerto City, can be said to be a construction service business actor because the Public Works and Spatial Planning Service is the owner of a project, one of which is the Mojokerto City DPRD Building Construction Project. Where the project is funded by the APBD for one budget year, namely 2020 for the implementation of the work, with an estimated budget of one year. The location for the construction of the building is former agricultural land and with the results of soil tests through sondir boring, there is soft soil with an average thickness of 1.5 m on the surface of the ground. The use of Floating floors can be used as an alternative in the construction of the lower structure of the Mojokerto City DPRD Building. By using the analysis with the Value Engineering method, the results of the initial design Budget Details obtained a total work price of Rp. 10,043,070,000.00 with 28,984 m3 of gravel fill at a cost of Rp. 6,750,501,695.00, with a time required of 99 days, while the alternative Budget Cost produces a total work price of Rp. 9,389,702,000.00 with the soil fill reduced by the concrete slab as wide as the building so that the gravel fill becomes 22,382 m3 at a cost of Rp. 5,212,802,735.00. Thus there is a cost difference of Rp. 1,537,698,960.00 or 21.8% with an implementation time of 77 calendar days and speeding up the work by 22 calendar days. The use of the Floating Floor Structure can be a substitute for soil fill in the construction of the lower structure of the Mojokerto City DPRD building which is more profitable in terms of both cost and time.
Kajian Umum Rumah Panggung Walewangko Minahasa Sulawesi Utara Doly Herling Tiagas
Jurnal Sipil Terapan Vol. 3 No. 1 (2025): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i2.697

Abstract

Rumah Panggung Walewangko is a traditional traditional house of the Minahasa tribe in North Sulawesi which is artistic and needs to be preserved. Overall, this house is made of hard and sturdy wood. This research reviews the general shape and materials used with the aim of providing more detailed information. This method is carried out by conducting studies from several literature and references. From this research, it was concluded that the Walewangko stilt house needs to be preserved by continuing to support its construction because it has the ability to withstand earthquakes, is practical, natural, and costs less to build than a brick/wall house.
Kinerja Mortar dengan Substitusi Abu Sekam Padi sebagai Bahan Pozzolanan Ummu Kalsum Basman; Irma Ridhayani; Sainuddin Sainuddin; Abdi Manaf; Apriansyah Apriansyah; Muh Diah Fatur Ulhaq
Jurnal Sipil Terapan Vol. 3 No. 1 (2025): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v3i1.746

Abstract

Rice husk ash (RHA) is an agricultural waste rich in silica with potential as a partial cement substitute in mortar to support sustainable construction. This study evaluates the effect of varying RHA content on the compressive strength and porosity of mortar at 28 and 240 days of age. Mortar was prepared with RHA substitutions of 0%, 10%, 20%, and 30% by cement weight. Compressive strength was tested according to SK SNI 03-2834-2000, while porosity testing followed ASTM C642 standard. The results showed that 20% RHA substitution provided high compressive strength with acceptable porosity. In contrast, 30% RHA significantly increased porosity and sharply reduced compressive strength. These findings suggest that using RHA in the range of 10–20% can improve material efficiency without compromising mechanical performance. The study supports the development of environmentally friendly construction materials through the optimal use of agricultural waste.
Perencanaan Tebal Perkerasan Kaku (Rigid Pavement) Menggunakan Metode Bina Marga 2003 Jalan Sumbermiri - Gudo Jombang Fernando Putra.A; Titin Sundari; Totok Yulianto; Meriana Wahyu Nugroho
Jurnal Sipil Terapan Vol. 3 No. 1 (2025): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v3i1.755

Abstract

This lesson is to construct a durable and efficient form rigid pavement by utilizing the structural analysis and material performance approach. Rigid pavement is the main choice in highway construction because of its ability to bear heavy loads and its relatively long service life. The research methodology involves structural analysis to determine the optimal thickness and type of material for rigid pavement. This structural analysis considers various factors, including the estimated traffic load, subgrade characteristics, and local environmental conditions. In addition, material performance evaluation is also carried out to select materials that are appropriate to environmental conditions and meet technical requirements. The results of this study are recommendations for rigid pavement planning that include the right thickness, optimal material type, and construction specifications that are in accordance with applicable technical standards. The results of Rigid Pavement Thickness Planning using the Bina Marga 2003 Method on the Sumbermiri - Gudo Jombang Road case study produced a concrete slab thickness of 20 cm with K-300 concrete quality. In addition, the reinforcement used has a diameter of Ø 12 mm with a distance between reinforcements of 8,5 cm.

Page 4 of 5 | Total Record : 41

 1   2   3   4   5 

Filter by Year

2023 2025


Reset
Filter By Issues
All Issue Vol. 3 No. 1 (2025): Mei: Jurnal Sipil Terapan Vol. 2 No. 2 (2024): November : Jurnal Sipil Terapan Vol. 2 No. 1 (2024): Mei : Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan