cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Cut Rahmawati
Contact Email
jurnalteknikunaya@gmail.com
Phone
+6281360024335
Journal Mail Official
jurnalteknikunaya@gmail.com
Editorial Address
Center for Research and Community Service (LPPM) Building, University of Abulyatama, Aceh
Location
Kab. aceh besar,
Aceh
INDONESIA
JURNAL TEKNIK SIPIL UNAYA
Published by Universitas Abulyatama
ISSN : 2407733X     EISSN : 24079200     DOI : https://doi.org/10.30601/jtsu
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Materials Science & Nanotechnology
JURNAL TEKNIK SIPIL UNAYA merupakan wadah bagi seluruh peneliti, pengambil kebijakan, perencana dan pelaksana konstruksi untuk saling berbagi dalam perkembangan pengetahuan dan teknologi di bidang konstruksi dan perencanaan lainnya. Frekuensi terbit dua kali setahun pada bulan Januari dan Juli.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 139 Documents
 10   11   12   13   14 
Analisis Tingkat Pelayanan Jalan Syiah Kuala Kota Banda Aceh Pandani, Agung; Zardi, Muhammad; Meliyana, Meliyana
Jurnal Teknik Sipil Unaya Vol 11, No 1 (2025): Januari 2025
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v11i1.5840

Abstract

Kuat Tekan Mortar Berbasis Serat Kelapa dan Limbah Kaca Nalia, Fira; Rahmawati, Cut; Silviana, Mery
Jurnal Teknik Sipil Unaya Vol 11, No 1 (2025): Januari 2025
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v11i1.5582

Abstract

This study aims to determine the effect of using glass waste and coconut fiber in mortar with various percentages, namely 0%, 5%, 10%, 15% glass powder and 0%, 1%, 2% coconut fiber with a total of 21 test objects, then testing was carried out after the test objects were 28 days old. The test results showed that the addition of coconut fiber and glass powder with a percentage of coconut fiber of 1% and glass powder of 5%, 10%, 15% in the mortar mixture increased the compressive strength by 17.65 MPa, 18.57 MPa, and 25.36 MPa. However, the addition of coconut fiber by 2% and glass powder 5%, 10%, 15% decreased the compressive strength to 16.97 Mpa, 16.68 Mpa, and 16.44 Mpa.
Pengaruh Penambahan Serat Baja dan Limbah Kaca Terhadap Kuat Tekan Beton Mahendra, Rizki; Rahmawati, Cut; zardi, Muhammad
Jurnal Teknik Sipil Unaya Vol 11, No 1 (2025): Januari 2025
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v11i1.6048

Abstract

This research aims to examine the effect of adding steel fiber and glass waste on the compressive strength of concrete. In this research, steel fiber and glass waste were used as additional ingredients in the concrete mixture with the aim of improving the mechanical properties of concrete, especially compressive strength. The concrete used consists of a mixture of cement, fine aggregate, coarse aggregate, water, as well as variations in the addition of 1% and 2% steel fiber taken from the total weight of cement, split, fine sand and coarse sand. Glass waste in several percentages (5%, 10%, and 15%) based on cement weight. Concrete samples were made and tested at 28 days using the concrete compressive strength testing method in accordance with SNI. The research results showed that the addition of steel fiber and glass waste had an effect on increasing the compressive strength of concrete at a percentage of 1% steel fiber and 15% glass waste. Overall, the use of steel fiber and glass waste can improve the mechanical properties of concrete, provide an environmentally friendly material alternative, and introduce the concept of recycling in construction.
Perencanaan Konstruksi Perkuatan Tebing Sungai Krueng Teunom Alfiansyah, Oki; Syahputra, Ichsan; Ridha, Muhammad
Jurnal Teknik Sipil Unaya Vol 11, No 2 (2025): Juli 2025
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v11i2.6845

Abstract

The purpose of this study was to determine the Safety Factor value at the research location before being reinforced with sheet piles using Plaxis 2d Software and to plan safe sheet piles and reinforcement dimensions and to analyze the forces that work and determine the safety factor value in sheet pile construction. The results of this analysis can be used as a basis for planning reinforcement of the Krueng Teunom river bank. Slope stability analysis using Plaxis 2D at the review location was carried out by creating 2 models, namely modeling extreme normal conditions or the highest river water level, The safety factor figure on the review slope using Plaxis 2D under normal conditions has an SF of 1.446 before being reinforced and 2.373 after being reinforced. extreme conditions have an SF of 1.081 before being reinforced and 1.811 after being reinforced. The land subsidence figure due to consolidation on the normal condition review slope has a figure of 0.03 m before being reinforced and 0.02 m after being reinforced. extreme conditions have a figure of 0.08 m before being reinforced and 0.07 m after being reinforced. The planned slope reinforcement is a cantilever retaining wall with total wall height (H) dimensions of 4.50 m, total width (B) of 2.70 m and embankment slope angle of 10°. With flexural reinforcement D19-200 mm, shrinkage ∅10-75 mm, heel-toel section D19-150 mm and horizontal reinforcement tread ∅10-75 mm.
Pengaruh Bentuk Penampang Kolom Terhadap Perilaku Elemen Struktur Husna, Riska Jannatul; Silviana, Merry; zardi, Muhammad
Jurnal Teknik Sipil Unaya Vol 11, No 2 (2025): Juli 2025
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v11i2.6512

Abstract

Generally, a building structure planning in Indonesia, both office buildings and other buildings, uses a square-shaped column design as a force buffer for the main beams, but in some conditions there are also buildings that use round columns as the main structure. The purpose of this thesis is to determine the influence of the existing column cross-sectional shape used in the Banda Aceh District Court Building and the circular column cross-sectional shape on the basic seismic shear force and the deviation between levels. The Banda Aceh District Court Building is planned to have 3 floors with a building area of 4,800 m2. The research process carried out is quantitative in nature where it begins with the collection of data on the structure and drawings of the building. The final project research method uses Etabs v21 and spColumn software where the structure analysis only includes the column structure. The earthquake load was calculated using the equivalent static method based on SNI 1726-2019. From the results of the analysis obtained from spColumn , the existing column cross-sectional shape used in the District Court Building has a basic seismic shear force of 7639.995 kN for the X direction and 7639.994 kN for the Y direction.   The existing column cross-sectional shape used in the District Court Building has an elastic drift value of ex 1.195 mm, a daney value of 0.875 mm, an inelastic drift value of 6.573 mm and a y value of 4.813 mm. For the shape of the cross-section of the round column, the value of elastic drift ex is 3.199 mm and ey 2.718 mm, the value of inelastic drift x 17.595 mm and y is 14.949 mm, where from the results of the calculation of the deviation between the levels does not exceed the drift limit value of the two cross-sectional forms of the column.
Model Fisik Bangunan Pelindung Pantai Raudrina, Yessy; Syahputra, Ichsan; Ridha, Muhammad
Jurnal Teknik Sipil Unaya Vol 11, No 2 (2025): Juli 2025
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v11i2.5824

Abstract

Coastal settlements are areas that are vulnerable to coastal disasters. One of the coastal treatments that is generally carried out is to protect the coastline using beach buildings. It is hoped that the coastal buildings used can break the energy of sea waves and prevent sea water from entering land areas. The use of flume wave instruments is one way to understand the phenomenon of wave generation that allows runoff to occur. This research aims to look at the wave generation process that is generated using wave generator tools contained in the physical flume wave model. Wave generator tools are used to analyze wave height and overtopping that occur before and after protective structures are applied. Waves are generated using a wave generator with 3 speed variations. The speeds used are 0.38 m/s (10 volts), 0.48 m/s (20 volts) and 1.0 m/s (30 volts).
Analisis Perbandingan Kinerja Seismik Struktur Gedung 11 Lantai Tanpa dan Dengan Dinding geser Putri, Rizkia Indriani; Sumarsono, Ririt Aprilin; Agustina, Selvia
Jurnal Teknik Sipil Unaya Vol 11, No 2 (2025): Juli 2025
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v11i2.6818

Abstract

Dinding geser berperan penting dalam meningkatkan kekakuan dan stabilitas struktur bangunan terhadap beban gempa. Penelitian ini membandingkan kinerja struktur beton bertulang 11 lantai tanpa dan dengan dinding geser melalui analisis respons dinamik. Dua model dianalisis: Model 1 tanpa dinding geser dan Model 2 dengan dinding geser yang ditempatkan di area lift, tangga, dan sudut bangunan. Parameter yang ditinjau meliputi Modal Participating Mass Ratio (MPMR), gaya geser dasar, simpangan antar tingkat, pengaruh P-Delta, dan kontrol sistem struktur ganda. Hasil menunjukkan Model 2 memiliki periode getar lebih pendek (1,66 detik) dibanding Model 1 (2,67 detik), serta nilai drift dan rotasi yang lebih rendah. Gaya geser dasar Model 2 lebih besar, menandakan kapasitas lateral yang lebih baik. Model 1 menunjukkan simpangan melebihi batas pada lantai atas, sedangkan Model 2 tetap aman. Nilai koefisien P-Delta pada kedua model di bawah ambang batas, dan sistem struktur ganda pada Model 2 dinyatakan memenuhi kriteria karena kontribusi rangka melebihi 25%.
Pengaruh Penambahan Serat Baja Pada Kuat Tekan Mortar Hermanto, Bagus; Rahmawati, Cut; Zardi, Muhammad; Amin, Amri
Jurnal Teknik Sipil Unaya Vol 11, No 2 (2025): Juli 2025
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v11i2.6472

Abstract

Steel fibers that function as small-sized reinforcements. The purpose of this study was to analyze the physical properties of sand in the form of specific gravity, bulk density, sieve analysis, fineness modulus. And analyze the mechanical properties in the form of compressive strength. Steel fibers used with variations of 0%, 1%, 2%, and 3% of the total weight of cement with a fiber length of ± 1cm. The test objects in this study were in the form of cubes with a diameter of 5cm x 5cm x 5cm and a volume of 125cm3 with a total of 36 test objects. The results of the specific gravity examination of fine aggregates using 3 samples, namely A, B, and C, obtained an average saturated surface dry density (SSD) of 2.67, an average oven dry density of 2.56 and an average water absorption of 3.96%. The results of the bulk density examination were 1.826 kg / l. The results of sieve analysis show that the aggregate used is included in the aggregate category as sand (zone II) with a fineness modulus value of 2.86, with a fineness requirement of 1.5 - 3.8. The results of mechanical properties in the form of a pressure test on mortar at the age of 7 days experienced a decrease in succession from M0 18.24 MPa by 17.5%, 11.3%, and 7.7%, with a value of M1 15.05MPa, M2 16.19 MPa, and M3 16.84 MPa. For mortar aged 14 days also experienced a decrease in succession from M0 18.25 MPa by 9.7%, 5.6%, and 1% with a value of M1 16.48 MPa, M2 17.24 MPa, and M3 18.08 MPa, due to the Bonding Stringht mechanism. Meanwhile, for 28 day old mortar, the M0 18.48 MPa increased successively by 1.1%, 3.4% and 11.5% with values of M1 18.48 MPa, M2 19.11 MPa and M3 20.61 MPa.
Pengaruh Penambahan Serat Baja Terhadap Kuat Tekan Beton Adrian, Riki; Rahmawati, Cut; Silviana, Mery
Jurnal Teknik Sipil Unaya Vol 11, No 2 (2025): Juli 2025
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v11i2.6543

Abstract

Concrete is a construction material that is often used in various applications such as buildings, bridges and other infrastructure. Concrete compressive strength is one of the most important parameters for determining the structural strength of a building. And concrete compressive strength is a major concern in the construction industry. One of the common problems with concrete is the risk of cracking. Especially under dynamic loads or extreme temperature changes. Therefore, as time goes by, many innovations have been made in the development of concrete, one of which is by adding fiber to the concrete mixture. This research aims to find out what is the optimal percentage for adding hooked steel fibers to the concrete mixture.  The research method includes making and testing concrete samples with different steel fiber content variations, namely 0.5%, 1%, 1.5% and 1.8% using FAS 0.4. Compressive strength testing is carried out after the concrete reaches the age of 28 days. The research results show that the most optimal addition of steel fiber in concrete is a percentage of 0.5% with an average compressive strength of 348.20 Kg/cm². This increase is caused by the ability of steel fibers to resist crack propagation and micro tensile stress. However, if the fiber content is too high, there is a decrease in workability which causes the compressive strength of the concrete to decrease.

Page 14 of 14 | Total Record : 139

 10   11   12   13   14 

Filter by Year

2015 2025


Reset
Filter By Issues
All Issue Vol 11, No 2 (2025): Juli 2025 Vol 11, No 1 (2025): Januari 2025 Vol 10, No 2 (2024): Juli 2024 Vol 10, No 1 (2024): Januari 2024 Vol 9, No 2 (2023): Juli 2023 Vol 9, No 1 (2023): Januari 2023 Vol 8, No 2 (2022): Juli 2022 Vol 8, No 1 (2022): Januari 2022 Vol 7, No 2 (2021): Juli 2021 Vol 7, No 1 (2021): Januari 2021 Vol 6, No 2 (2020): Juli 2020 Vol 6, No 1 (2020): Januari 2020 Vol 5, No 2 (2019): Juli 2019 Vol 5, No 1 (2019): Januari 2019 Vol 4, No 2 (2018): Juli 2018 Vol 4, No 1 (2018): Januari 2018 Vol 3, No 2 (2017): Juli 2017 Vol 3, No 1 (2017): Januari 2017 Vol 2, No 1 (2016): Januari 2016 Vol 1, No 2 (2015): Juli 2015 Vol 1, No 1 (2015): Januari 2015 More Issue