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Teknik Sipil dan Arsitektur
Published by Universitas Tunas Pembangunan
ISSN : -     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
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Articles 30 Documents
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Search results for , issue "Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur" : 30 Documents clear
ANALISIS DEBIT BANJIR RENCANA BENDUNG TRITIS KABUPATEN SRAGEN Sari, Lidya Ayu Setya Kumala; Wijayanti, Paska; Priyanto, Kusdiman Joko
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.5131

Abstract

Water availability is an aspect that should be given high priority by the government to meet community needs, both in urban and rural areas. Generally, the current water sources come from rivers, canals, or shallow groundwater wells. The water availability in irrigated land obtained from weirs is crucial for the agricultural sector. Dams have a role to hold water and distribute it through irrigation channels to agricultural land, in order to ensure consistent water availability, especially in the dry season. Tritis Dam functions to raise the elevation of the river water level so that it can be used to irrigate into irrigation channels. Tritis weir is a permanent dam with a stone masonry structure located in Sambirejo Village, Sambirejo District, Sragen Regency, which is located in the Tritis Watershed with an area of ??31.15 km2. The purpose of this study is to determine planned flood discharge value. The method used in this study is the Synthetic Unit Hydrograph (HSS) ITB-I, but previously it must process GPM (Global Precipitation Measurement) satellite rainfall data and calculate the planned rainfall using the Log Pearson III frequency distribution method. The planned flood discharge in the Tritis Watershed, Sragen Regency using the HSS ITB I method was obtained at 258.41 m3/second for a 50-year return period and 318.09 m3/second for a 100-year return period.
ANALISIS DEBIT SUNGAI SAMBONG KABUPATEN BATANG DENGAN HEC-RAS ikhwan, Ikhwanudin; Yudaningrum, Farida; Adzkiannisa, Rifka Ahmida
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.5151

Abstract

The Sambong River is located in Batang District, with relatively flat topography and proximity to the sea, making it prone to frequent flooding. As observed in the past three years, the largest flood occurred on January 2, 2023, at 11 points in Batang District, which indirectly caused significant losses to the surrounding community. Therefore, a study is needed to determine the rise in water levels and the flood discharge volume of the Sambong River and to analyze its ability to accommodate such discharge.In this study, the flood discharge analysis for the planned Sambong River was calculated using the Nakayasu HSS method, and the river flow conditions were simulated using the HEC-RAS program with the unsteady flow method. Several data and parameters were based on the existing conditions of the river, resulting in the following discharge values: Q5 319.787 m³/s, Q10 381.146 m³/s, Q25 460.936 m³/s, Q50 521.907 m³/s, and Q100 584.437 m³/s. Based on the HEC-RAS simulation results from 66 STA observation points, it was found that for the Q5 and Q10 return periods, 88% of the STA locations flooded; for the Q25 return period, 91% of STA locations flooded; for the Q50 return period, 92% flooded; and for the Q100 return period, 95% of STA locations flooded, with varying flood heights. Therefore, it can be concluded that the Sambong River is no longer able to accommodate the planned flood discharge
KARAKTERISASI KUAT TEKAN BETON AGREGAT LOKAL DENGAN VARIASI SUPERPLASTICIZER PADA UMUR AWAL: KARAKTERISASI KUAT TEKAN BETON AGREGAT LOKAL DENGAN VARIASI SUPERPLASTICIZER PADA UMUR AWAL Kukuh Kurniawan Dwi Sungkono; Wijayanti, Paska; Prasetyo, Erwin aji; Kurniawan, Rizal; Khoirudin, Wahyu; Izzudin, Daffa Zaidan Alam
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.5191

Abstract

This study aims to characterize the effect of superplasticizer addition on local aggregate concrete workability and early-age compressive strength. The methodology involved the use of Portland Composite Cement, local fine and coarse aggregates, and Fosroc Auracast SP310 superplasticizer at dosages of 1%, 1.6%, and 2%. Four concrete mix designs were prepared: normal concrete (BN) and concrete with superplasticizer additions (BN-1%, BN-1.6%, BN-2%). Slump and compressive strength tests were conducted according to Indonesian standards to assess workability and strength at 7 and 14 days. Results indicate that superplasticizer addition significantly improves concrete workability with slump values ranging from 560 to 630 mm compared to 115 mm for the control. Compressive strength also increased markedly, with BN-2% showing the highest strength at 38.56 MPa at 7 days and 51.94 MPa at 14 days. The study concludes that superplasticizer effectively enhances both workability and compressive strength without increasing water demand, resulting in denser and stronger concrete at early curing ages.
PENGARUH KONDISI INFRASTRUKTUR LINGKUNGAN JALAN TERHADAP KESELAMATAN LALU LINTAS ANGKUTAN JALAN: SYSTEMATIC REVIEW Fitriani, Nurul; Musyaffa, Naufal Hanif; Faryani P.S, Adinda Syifa; Dewi, Veronika Chintia; Ananda, Muhammad Fikri; Masyhuri, Muhammad Adib; Adifriarti, Suharyani Cahya
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.5192

Abstract

Kondisi infrastruktur jalan merupakan elemen krusial dalam menjamin sistem transportasi yang aman, efisien, dan berkelanjutan, terutama di negara berkembang yang masih menghadapi tantangan dalam penyediaan fasilitas jalan yang sesuai dengan standar keselamatan. Studi ini bertujuan untuk mengkaji secara sistematis kontribusi berbagai komponen infrastruktur jalan terhadap keselamatan lalu lintas, mencakup geometri jalan, kondisi permukaan perkerasan, kelengkapan marka dan rambu, serta pencahayaan jalan. Metode yang digunakan adalah Systematic Literature Review (SLR) dengan mengacu pada pendekatan PRISMA, melalui analisis terhadap sepuluh artikel ilmiah terbitan tahun 2015 hingga 2025. Hasil kajian menunjukkan bahwa geometri jalan dan pencahayaan merupakan faktor dominan yang memengaruhi tingkat risiko kecelakaan, diikuti oleh kualitas perkerasan, kejelasan marka, dan keterbacaan rambu lalu lintas. Ketidaksesuaian atau kerusakan pada elemen-elemen tersebut dapat menyebabkan kebingungan, keterlambatan respons, dan pengambilan keputusan yang salah oleh pengemudi, terutama pada lokasi rawan kecelakaan. Selain itu, persepsi dan pemahaman pengguna jalan terhadap fungsi dan keberadaan infrastruktur juga menjadi faktor penting dalam efektivitas keselamatan. Oleh karena itu, peningkatan keselamatan lalu lintas harus dilakukan secara terpadu melalui perencanaan yang berbasis standar teknis dan keselamatan, pemeliharaan infrastruktur yang berkelanjutan, edukasi kepada pengguna jalan, serta penerapan prinsip forgiving road dan self-explaining road sebagai pendekatan strategis berbasis bukti dalam menurunkan angka kecelakaan secara berkelanjutan.
ANALISIS BIAYA SIKLUS HIDUP BANGUNAN: STUDI KASUS BIAYA AWAL, OPERASIONAL, DAN PEMELIHARAAN PADA KANTOR DESA NDORUREA 1 kaidu, Triapriono; Chandra, Jimmy; Bhara, Firnimus Konstatinus; Soludale, Anastasia M.N.
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.5199

Abstract

This study sets out to analyze the total Life Cycle Cost (LCC) involved in constructing the Ndorurea 1 Village Office located in Nangapanda District, Ende Regency. Using the LCC approach, the research evaluates all expenses incurred throughout the building’s service life, which includes the initial construction costs, recurring annual operational costs, and scheduled maintenance costs over a span of 30 years. Data for this analysis were collected from the official Budget Plan (RAB), on-site observations, and interviews, and were processed using the Present Worth method. An inflation rate of 2.73% and a discount rate of 5.5% were applied to calculate the Future Value and convert it into Present Value. The findings reveal that the total LCC amounts to Rp 1,579,890,525.62, comprising an initial cost of Rp 784,461,207.31 (49.65%), operational costs of Rp 322,649,142.80 (20.42%), and maintenance costs of Rp 472,780,275.51 (28.92%). These results clearly show that more than half of the overall expenses are incurred after construction is completed. Hence, integrating the LCC approach from the initial planning stage is essential for ensuring cost efficiency, sustainability, and financial accountability in the development of village infrastructure.
ANALISIS HUBUNGAN JUMLAH KECELAKAAN TERHADAP TINGKAT FATALITAS LALU LINTAS DI RUAS JALAN SUDIRMAN KOTA MAUMERE Kabupung, Alfrendo; Chandra, Jimmy; Duran, Yohanes Gualbertus G. Lesu
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.5214

Abstract

Traffic accidents remain a major issue affecting public safety worldwide. This study aims to analyze the relationship between the number of traffic accidents and the level of fatality on Sudirman Road in Maumere City. The research uses secondary data from the Sikka District Police covering the period 2019–2023, along with primary data from traffic volume surveys conducted in the study area. The analytical methods used include simple linear regression and correlation to determine the strength and direction of the relationship between the variables. The results show a fairly strong positive linear relationship between the number of accidents and the level of fatality, with a coefficient of determination (R²) of 0.6722. This means that approximately 67.22% of the variation in fatality levels can be explained by changes in the number of accidents. These findings indicate that an increase in the number of accidents is likely to be followed by a higher fatality rate. This research is expected to serve as a reference for improving traffic safety measures in urban areas. Keyword: traffic accidents, fatality rate, linear regression, Jalan Sudirman, Maumere
STUDI EKSPERIMEN KEKUATAN TEKAN MORTAR DENGAN CAMPURAN KAPUR, BUBUKAN BATA MERAH DAN PASIR Jepira, Harry Janto; Chandra, Jimmy; Bhara, Firnimus Konstatinus
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.5241

Abstract

This study aims to evaluate the use of lime as an alternative binder to replace cement in mortar mixtures, with the addition of crushed brick powder to enhance mechanical strength. This approach offers an environmentally friendly solution to the high carbon emissions associated with cement production. The mortar mixture was prepared using a ratio of 1:1:3 (lime : crushed brick powder : sand) with a water-to-binder ratio of 0.5. Tests were conducted to assess the compressive strength and density of the mortar at 7, 14, and 28 days of curing. The results showed that the average compressive strength increased with curing time, reaching 1.49 MPa at 7 days, 1.86 MPa at 14 days, and 2.40 MPa at 28 days. The mortar density ranged from 2,080 to 2,680 kg/m³, with average values of 2,513 kg/m³ (7 days), 2,342 kg/m³ (14 days), and 2,230 kg/m³ (28 days). These findings indicate that the combination of lime and crushed brick powder improves mortar performance and has the potential to be a more sustainable alternative construction material. Keywords: Mortar, Lime, Crushed brick powder, Compressive strength, Density
PENGARUH PENAMBAHAN SERAT BAJA BERASAL DARI LIMBAH BAN MOTOR YANG TERBAKAR DAN TIDAK TERBAKAR TERHADAP KUAT TEKAN DAN KUAT LENTUR BETON Taufik, Muhammad; Pratidina Pestalozi, Yudhia; Belladona, Meilani
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.5242

Abstract

Beton memiliki kelebihan dan kekurangan, kekurangan beton tidak dapat menahan tarik.Kekurangan ini dapat diatasi dengan menambahkan serat kedalam beton. Penambahan serat bertujuan untuk meningkatkan kuat Tarik pada beton. Pada penelitian ini, sifat mekanik yang diteliti ialah kuat tekan dan kuat lentur beton, sedangkan serat yang digunakan yaitu serat baja ban motor baik yang terbakar dan tidak terbakar. Benda uji kuat tekan berupa slinder dengan dimensi 7,6 x 15 cm, benda uji kuat lentur berupa balok dengan dimensi 15 x 15 x 60 cm. Variasi serat baja terdiri dari (2,5,5 dan 7,5) dengan volume serat baja yaitu 1% yang digunakan. Serat baja baik dibakar dan tidak bakar tersebut dicampurkan ke dalam beton. Kuat tekan beton rencana yaitu (fc) 25 MPa, pengujian dilakukan setelah 28 hari. Berdasarkan hasil penelitian penambahan serat baja ban motor baik yang dibakar dan tidak dibakar menurunkan kuat tekan beton Penurunan ini disebabkan oleh beberapa faktor, seperti perubahan sifat mekanik serat akibat proses pembakaran Selain itu, residu karet atau material lain yang menempel pada permukaan serat dapat mengganggu ikatan antara serat keberadaan serat dalam campuran beton yang cenderung menciptakan rongga mikro. Rongga-rongga ini menyebabkan penurunan kepadatan beton, yang berdampak negatif pada kekuatan tekan. Penambahan serat baja yang dibakar dan tidak dibakar dapat meningkatkan kuat lentur beton.
ANALISIS KERAPUHAN STRUKTUR GEDUNG GSL UNMER MADIUN DENGAN PUSHOVER ANALYSIS Rohman, Rosyid Kholilur; Afrianto, Arif; Wibowo, Rendi Gusta
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.5263

Abstract

This study examines the fragility curve of the GSL building of Merdeka University of Madiun which was built around 1995 with reference to the SNI 1726:1989 standard. This building is an educational building with a structure using reinforced concrete. Modeling and structural analysis using ETABS software. Loading refers to SNI 1727 2020 and SNI 1726 2019. The analysis was carried out using the pushover analysis method referring to ATC-40. The fragility curve developed describes the probability of damage at various levels of Spectral Displacement (Sd). From this study, the base shear due to earthquake force was 4214 kN. The maximum value of base shear was 7890 kN and the maximum displacement of 0.359 m. Based on the conversion results obtained Sd at performance point 0.082 m, the probability for slight damage limits is 95%, moderate 78%, extensive 70%, and complete 45%. This research provides a basis for structural retrofit planning to increase the structural capacity of buildings due to earthquake load
TATA RUANG RUMAH TRADISIONAL DI KECAMATAN BANYUBIRU, KABUPATEN SEMARANG Wahyudi, Agung; Wibawa, Baju Arie
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.5317

Abstract

Banyubiru is one of the sub-districts in Semarang Regency which is located on the slopes of Mount Telomoyo. Traditional houses in this area especially in Sepakung village and its surroundings, are javanese houses with distinctive characteristics that are different from Javanese houses in other areas, namely a single mass with two or three roof forms extending to back. Inside the house there are still four sakaguru pillars under the main roof. This study aims to reveal the shape of the houses in Sepakung village and its surroundings. We will look at the spatial pattern of the house, to study the extent to which the Javanese house layout pattern is still being applied or not. The method used is descriptive-analytical, which is looking at existing phenomena and then analyzing them by comparing them with the original Javanese house layout. From the observations made, the shape of the traditional house around the village of Sepakung still shows a relationship with the form of a traditional Javanese house (joglo), only the shape is simplified into one mass. The spatial pattern itself shows differences from the original Javanese house layout due to its simplification, such as the phenomenon of senthong Tengah desacralization, positional shift and addition of senthong/bedroom as needed. Despite these differences, there are still characteristics of Javanese spatial planning that are still maintained, namely the construction of the saka guru with its rong-rongan.

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