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Jurnal Teknik Sipil dan Teknologi Konstruksi
Published by Universitas Teuku Umar
ISSN : 24775258     EISSN : 2502051X     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation
Jurnal Teknik Sipil dan Teknologi Konstruksi ini merupakan jurnal yang terbit setiap dua (2) tahun sekali, yaitu Bulan April dan Bulan Oktober. RuangLingkup ilmu yang dapat masuk pada jurnal ini ialah Struktur, Material, Sumber Daya Air, Manajemen dan Transportasi. Artikel yang diterbitkan dalam jurnal ini dire-view oleh para reviewer yang telah berpengalaman. Jurnal Teknik Sipil dan Teknologi Konstruksi ini sangat membantu para pembaca dan penulis untuk mengembangkan keilmuannya.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 206 Documents
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Analisis Pengaruh Kerja Lembur terhadap Biaya dan Produktivitas Kerja (Studi Kasus: Pembangunan IPAL Toserba KDS, Bondowoso) Yanuar, Setiyo Ferdi; Dewi, Ilanka Cahya; Ahmad, Hilfi Harisan; Hamduwibawa, Rofi Budi
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 1 (2024): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i1.9240

Abstract

Penelitian ini membahas pengaruh hubungan keluarga antara mandor dan pekerja terhadap produktivitas proyek konstruksi, dengan mengambil studi kasus pembuatan Instalasi Pengelolahan Air Limbah (IPAL) dalam proyek pembangunan gedung Toserba Karunia Damai Selalu (KDS). Melalui observasi lapangan dan analisis data primer dan sekunder, penelitian ini menunjukkan bahwa walaupun pekerjaan lembur meningkatkan biaya, namun dapat mempercepat penyelesaian proyek. Hasil observasi juga menunjukkan bahwa perhitungan standar koefisien pekerjaan berdasarkan regulasi pemerintah mungkin tidak sepenuhnya mencerminkan kondisi lapangan. Implikasi dari penelitian ini mencakup perlunya pengoptimalan efisiensi penggunaan tenaga pekerja, pembaruan metode perhitungan yang lebih sesuai dengan kondisi aktual, dan peningkatan perencanaan serta pengawasan proyek untuk mencapai produktivitas yang optimal.
Pengaruh Serbuk Kaca Sebagai Substitusi Parsial Semen terhadap Kuat Tekan Beton Alir Arsasuta, Faris; Rochmah, Nurul
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 1 (2024): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i1.9475

Abstract

AbstractIn the current construction development, concrete is the main material used because of its advantages in strength and durability. One of the innovations in the use of concrete is flow concrete, which allows use without compactors and has optimal viscosity. The use of glass powder as a partial substitution of cement is an attractive alternative because of its potential in improving concrete properties. Glass powder has a fairly large silica (SiO2) content of 75%. Silica has a strong relationship with the compressive strength of concrete. Proper silica in concrete mix can increase the compressive strength of concrete. This study aims to determine the effect of glass powder with variations of 0%, 6%, 8%, 10%, 12% on the compressive strength of flow concrete with a proportion of superplasticizer 1.5%. Compressive strength testing is carried out when concrete reaches the age of 7, 21, 28 days using cylindrical specimens measuring 15 × 30 cm. From the test results, the highest compressive strength value was obtained at 28 days concrete age, namely in an 8% glass powder mixture of 25.61 Mpa and the lowest compressive strength value in a 12% glass powder mixture of 21.26 Mpa. Based on the results of this study, it can be concluded that glass powder as a partial substitution of cement can increase the compressive strength of flow concrete with an optimal glass powder mixture of 8%. Keywords— Flowing Concrete, Glass Powder, Compressive Strength
Analisis Biaya Dan Waktu Pada Proyek Pembangunan Gedung Dengan Metode Earned Value Pada Proyek Pembangunan Gedung F Universitas Pekalongan Annasir, M. Abdul Malik; Tisnawati, Tisnawati; Putri, Sabrina Amelia
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 2 (2024): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i2.11212

Abstract

Projects are structured activities conducted within a specific timeframe to achieve defined objectives by utilizing allocated resources.. Projects are also limited by time by the contract agreement. If this is not implemented and handled properly, it will have a negative impact which will ultimately lead to failure to achieve the desired goals and objectives. During the process of achieving these goals, some limitations must be met. The concept of performance value is a method to measure project progress by using three key metrics: BCWS, BCWP, and ACWP. This method calculates the budgeted costs based on the work that has been completed or executed (budgeted costs of the work performed). The research process starts with actualization, data collection, conducting direct project interviews, and synthesizing the outcomes of the collected data. This study aims to determine the estimated cost and time involved, as well as to calculate the cost and time needed to complete the project work. Based on the methodological analysis of the 55th week of the Pekalongan University Building F construction project, the schedule deviation value (SV) is Rp. 0. These results indicate that the work performance reaches 100, compared to the plan. While the Cost Variance (CV) is Rp. 19,693,765,800, these results indicate that the work carried out with the costs used is the same as the planned contract even though it is carried out by an addendum. Project Completion Time (PDT) = 55 weeks estimated, which means it tends to be an additional 8 weeks, whereas completing the project on schedule takes only 47 weeks. Keywords: Income Value Method, ACWP, BCWP, BCWS, SV, CV, ECD
Peningkatan Karakteristik Aspal Menggunakan Bahan Tambah Nano Fly Ash Mulyawati, Firda Jelita; Hanifah, Witri Siti; Syafier, Siegfried
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 2 (2024): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i2.10397

Abstract

Asphalt is a primary component in road pavement construction. Optimizing the utilization of industrial waste, such as fly ash from coal-fired power plants, is increasingly important as the number of companies using coal as fuel continues to grow. Although fly ash is widely used, applying nano fly ash as an asphalt additive remains limited. This study aims to evaluate the effectiveness of nano fly ash as an additive to improve the characteristics of asphalt. The research follows an experimental method conducted entirely in a laboratory setting. Testing was based on the 2018 Bina Marga Technical Specifications, with procedures aligned to AASHTO, ASTM, and SNI standards to ensure accurate and reliable results. Nano fly ash was added to Pen 60/70 asphalt in variations of 0%, 1%, 2%, and 2.5%. Each asphalt sample underwent parameter tests, including stability, flow, density, and stiffness. Results showed that the 1% addition provided the best outcomes, meeting all specified standards and demonstrating improved asphalt characteristics across multiple parameters. Variations of 2% and 2.5% yielded fewer compliant parameters, suggesting diminishing returns at higher nano fly ash levels. These findings indicate that nano fly ash can be a viable additive for Pen 60/70 asphalt, with a recommended optimal use of 1%. Further studies on economic viability and scalability are suggested to enhance the practical application of this material. Keywords— Pen 60/70 Asphalt, Nano Fly Ash Additive, Road Pavement Improvement, Industrial Waste Utilization
PENGARUH KADAR AKTIVATOR 0,43 DAN RASIO SS/SH (2,0-3,0) PADA BETON GEOPOLIMER DENGAN BAHAN DASAR FLY ASH TERHADAP KUAT TEKAN Budi, Agus Setiya; Setiono, Setiono; Akbar, Masdihar
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 2 (2024): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i2.11535

Abstract

AbstractAn alternative to reduce carbon dioxide emissions is to replace cement with fly ash in geopolymer concrete. Geopolymer concrete is an alternative to reducing carbon dioxide emissions by replacing 100% cement with other materials such as fly ash and a combination of SS (sodium silicate) and SH (sodium hydroxide). This research can provide knowledge on how the slump and compressive strength of geopolymer concrete produced with the use of alkali activator: fly ash ratio of 0.43. The test object consisted of 5 samples of size 15 cm x 30 cm with SS/SH variation of 2.0; 2.5; 3.0. The workability test was conducted using the slump test, while the compressive strength was conducted using a compression testing machine. The slump test results of variations 2.0; 2.5; 3.0 were 18.5 cm, 18 cm, and 17 cm, respectively. In addition, the compressive strength values were 40.78 MPa; 44.97 MPa; 45.80 MPa, respectively.  Keywords—alkali activator, geopolymer concrete, fly ash, compressive strength.
Evaluasi Kinerja Jaringan Daerah Irigasi (D.I) Jeuram Kabupaten Nagan Raya Hasdanita, Fitry; Dinda, Raina Parmitalia
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 2 (2024): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i2.11596

Abstract

Evaluation of irrigation systems will become more important in improving the performance of irrigation networks to achieve optimal productivity in the context of increasing food needs and competition for limited water resources. Performance assessment is used to ascertain the current state of schemes relative to benchmarks and helps uncover the underlying reasons for poor performance, thereby suggesting opportunities for improvement. two main approaches to performance evaluation are considered: how well the service is delivered and irrigation outcomes in terms of efficiency and productivity of water resource use. This research aims to obtain the performance of the D.I Jeuram network, understand the problem of water loss, and improvement efforts that will be made to address the problem of rice field water needs. Apart from that, to increase Operation and Maintenance activities at D.I Jeuram. The research method was carried out using a survey and inventory of D.I. Jeuram using direct observation, guided by PUPR Ministerial Decree No. 12/PRT/M/2015. Based on the results of observations and inventory, irrigation performance evaluations were then carried out to assess physical infrastructure, plant productivity, supporting facilities, personnel organization and documentation. The results of D.I Jeram's performance assessment were 59.32% in the poor category and really need attention. This condition affects plant productivity. The cross-section of the primary channel is still able to accommodate water discharge to flow to the rice fields. The condition of the primary channel is in the category of moderate to severe damage, as well as uncontrolled sedimentation. This also affects plant productivity, so it is necessary to repair, operate and maintain irrigation either routinely or periodically.
Kajian Partisipasi Masyarakat dalam Operasional dan Pemeliharaan Jaringan Irigasi Blang Ara Keude idris, fadli idris; Febrianti, Dian -; Amir, Astiah -; Satria, Andrisman -; Alvisyahri, Alvisyahri -
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 11, No 1 (2025): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v11i1.11884

Abstract

As an agricultural country, Indonesia heavily depends on the agricultural sector to support its national economy, with the majority of its population relying on agriculture for their livelihood. The development and maintenance of irrigation infrastructure are vital for meeting food demands and enhancing agricultural productivity. This study aims to examine community participation in the operation and maintenance of irrigation networks in Gampong Blang Ara Keude, Seunagan Timur District Nagan Raya Regency. A mixed-method approach was employed, utilizing both qualitative and quantitative data collected through surveys and questionnaires administered to 62 respondents, including farmers, agricultural laborers, village officials, and irrigation supervisors (keujruen blang). Secondary data were sourced from demographic statistics and location maps. The findings indicate that many irrigation networks in the area require regular maintenance. Levels of community participation vary, but most contributions are observed in the form of physical labor, material support, and idea sharing. Validity and reliability tests, conducted using Pearson’s correlation and Cronbach’s Alpha, confirmed the instruments' reliability and consistency. Analysis through dichotomous and Likert scales demonstrates that the sustainability of irrigation systems is strongly influenced by active community involvement and effective government oversight. The primary challenges identified include insufficient resources and limited access to modern irrigation technologies. The study concludes that strengthening community participation, alongside consistent governmental support, can significantly improve irrigation performance, increase agricultural yields, and reinforce local food security. Recommendations include more frequent maintenance efforts, enhanced community education, and improved resource allocation to ensure the long-term sustainability of irrigation systems.
Pengaruh Pemodelan Soil-Structure Interaction pada Kinerja Struktur: Studi Kasus Tipologi Bangunan Sekolah Indonesia Ulza, Adrian; Yunita, Halida; Idris, Yunita; Faradiba, Ratu Shara
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 11, No 1 (2025): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v11i1.11549

Abstract

 This study evaluates the impact of Soil-Structure Interaction (SSI) on the dynamic response of low-rise school buildings in Indonesia. Three SSI models were developed: spring supports (SSI I), distributed springs on a plate (SSI II), and soil modeled as solid elements (SSI III), compared to a benchmark model. The analysis revealed that SSI III produced the highest displacement, shear force, and overturning moment responses but required significantly longer computation time. In contrast, SSI II demonstrated more efficient results by reducing internal forces and structural displacement. This study provides insights into the implementation and contribution of SSI modeling in structural analysis.
Analisis Struktur Gedung 2D dengan Ketidakberaturan Vertikal Menggunakan Metode Nonlinear Pushover Hutabalian, Palentino Saputra; Hasibuan, Samsul A Rahman Sidik
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 11, No 1 (2025): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v11i1.11579

Abstract

Struktur gedung bertingkat dengan ketidakberaturan vertikal sering kali memiliki distribusi beban yang tidak merata, yang dapat memengaruhi kinerja struktur terhadap beban lateral, terutama beban gempa. Ketidakberaturan ini, seperti perubahan dimensi kolom dan balok antar lantai, dapat menyebabkan peningkatan perpindahan dan deformasi pada lantai atas yang lebih signifikan dibandingkan lantai bawah. Oleh karena itu, penting untuk mengevaluasi pengaruh ketidakberaturan vertikal terhadap perilaku struktur untuk memastikan keselamatan bangunan. Penelitian ini bertujuan untuk menganalisis pengaruh ketidakberaturan vertikal terhadap perilaku struktur gedung bertingkat menggunakan metode nonlinear pushover. Analisis dilakukan dengan menggunakan perangkat lunak SAP2000 untuk mengevaluasi kapasitas struktur dalam menahan beban lateral, terutama gempa. Hasil analisis menunjukkan hubungan linier antara story displacement dan gaya lateral (R² = 0.8342), serta dampak ketidakberaturan vertikal yang meningkatkan story drift dan story drift ratio pada lantai atas. Struktur dengan story drift ratio yang melebihi batas standar desain gempa dapat mempengaruhi kestabilan struktur. Selain itu, penelitian ini menunjukkan bahwa ketidakberaturan vertikal dapat menyebabkan perbedaan gaya yang signifikan pada kolom dan balok antara lantai bawah dan atas, meningkatkan risiko kegagalan struktural. Berdasarkan hasil ini, disarankan untuk memperhatikan ketidakberaturan vertikal dalam perancangan gedung bertingkat guna memastikan ketahanan struktur terhadap beban gempa, dengan memperhitungkan distribusi gaya yang lebih merata di seluruh bangunan.
PENGARUH BENTUK KOLOM TERHADAP GAYA LATERAL GEMPA PADA GEDUNG LANDMARK BSI ACEH Hady, Munirul; Maulana, Satria; Idroes, Imransyah
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 11, No 1 (2025): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v11i1.10304

Abstract

Posisi geografis Indonesia yang terletak antara lempeng Indo-Australia, Eurasia dan Pasifik. Indonesia terletak di jalur gunung api (ring of fire) bagian dari cincin api Pasifik. Ruang lingkup penelitian ini adalah Penelitian ini mengacu pada SNI-1726-2019, SNI-1727-2020 dan SNI-2847-2019, dengan menggunakan metode gempa dinamis (respons spektrum) tetap mempertahankan mutu beton, mutu baja. Hasil berat total bangunan: gedung landmark BSI Aceh dengan kolom spiral 16.443,05 ton lebih kecil saat bangunan tersebut didesain menggunakan kolom terikat sebesar 17.222,20 ton. Diagram Moment: desain dengan kolom terikat sebesar = 1103.04 kN-m dan kolom spiral memiliki nilai moment M3 = 1579,61 kN-m. Gaya aksial: gedung dengan kolom spiral sebesar nilai = -2284,69 , dan pada gedung kolom terikat memiliki nilai = -2767,47 . Displacement Lateral Maksimum Setiap Lantai: Gedung dengan kolom terikat memiliki displacement sebesar 0.018mm dan desain kolom spiral sebesar 0.023mm. gaya geser: pada gedung dengan kolom spiral yaitu sebesar = -8,54 kN/m dan kolom terikat sebesar = -154,53 kN/m dapat disimpulkan bahwa desain gedung dengan kolom spiral menawarkan kekuatan, stabilitas, dan keandalan struktural yang lebih baik daripada desain gedung dengan kolom terikat.

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