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Jurnal Penelitian Teknik Sipil Konsolidasi
Published by Universitas Bosowa
ISSN : 29860237     EISSN : 29860229     DOI : https://doi.org/10.56326/jptsk.v2i1
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology
Fokus pada bidang ini antara lain perancangan/pelaksana pembangunan/pemeliharaan prasarana jalan, jembatan, terowongan, gedung, bandar udara, lalu lintas (darat, laut, udara), sistem jaringan kanal, drainase, irigasi, perumahan, gedung, minimalisasi kerugian gempa, perlindungan lingkungan, penyediaan air bersih, survey lokasi, konsep finansial dari proyek, manajemen projek dsb. Semua aspek kehidupan tercangkup dalam muatan ilmu teknik sipil.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 115 Documents
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Pengaruh Penggunaan Abu Batang Pisang Dan Abu Cangkang Sawit Ditambah Sikacim Concrete Additive Terhadap Kuat Tekan Beton Alloto'dang, Hizkia Rial; Sariman, Syahrul; Setiawan, Arman
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3266

Abstract

Research on increasing the compressive strength of concrete by using various types of additives has been widely carried out, so this research also uses additives, namely the use of banana stem ash and palm shell ash, which aims to determine the comparison of the two additives, as well as the effect of adding concrete. Contains Sikacim Concrete Additive. Variations in banana stem ash and palm shell ash (4%, 5% and 6%) of the cement weight as well as the addition of Sikacim Concrete Additive as much as 0.6% of the cement weight. The average compressive strength of the concrete samples was measured and compared. The research results showed that the higher the percentage of banana stem ash and palm shell ash used, the higher the compressive strength of the concrete produced. The compressive strength of variations in banana stem ash is greater than variations in palm shell ash with percentages of 14.13%, 11.17% and 7.08. The effect of adding sikacim concrete on banana stem ash was 3.17%, 1.39%, 6.73 and on palm shell ash was 2.88%, 4.32%, 3.99% compared to before adding sikacim. Banana stem ash at a percentage of 6% with the addition of sikacim had the highest increase with a compressive strength of 29.91 Mpa.
Tinjauan Efektivitas Kanal Sinrijala Pada Jalan Sukaria dalam Pengendalian Banjir Kota Makassar Sardinar, Tyas Maulida; Yusuf, Andi Rumpang; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3277

Abstract

Flooding is a seasonal threat that occurs when water overflows from existing channels and inundates the surrounding area. Floods are the most frequent and most detrimental natural threat. Sinrijala Canal is a channel that drains water from the Pettarani region to the sea through the Pannampu Canal with a length of 2.36 km. The canal serves as an urban drainage and as the main base for flood control. The method used in this study is quantitative method. This research method can be done by collecting data and processing data so as to produce data that can solve research problems. Sinrijala's current drainage condition does have several problems, especially in the physical building. The flatness of the channel base and the reduced carrying capacity of the channel are caused by sedimentation. Therefore, handling is needed in the form of normalization activities in the form of dredging regularly and periodically. The channel discharge in the Sinrijala Canal is smaller than the puddle discharge so that the capacity of the canal drainage channel cannot drain or accommodate the amount of inundation in rainy conditions so that there is an overflow of 313.31 m3 / second. Sinrijala canals are declared ineffective for flood control because the flood discharge exceeds the discharge capacity that can be accommodated by the canal channel.
Analisis Pengendalian Banjir DAS Kasiping Kota Bantaeng Sulawesi Selatan Anggraeny, Nur Syifa; Yusuf, Andi Rumpang; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3304

Abstract

Flooding is a situation where an area is inundated by water, which causes significant losses both morally and materially. This research was carried out in Bantaeng City, Bonto Tiro village, precisely in the Kasiping watershed, with the aim of analyzing the amount of rainfall and flood discharge for return periods of 25, 50 and 100 years as well as analyzing flood control methods. In planning regional average rainfall using the algebraic average method then calculating the planned rainfall using the log pearson type III method and the gumbel method. To strengthen the distribution selection, the Chi-square test and the Smirnov Kolmogorof test were used, then an analysis of the planned flood discharge was carried out using the HSS Nakayasu method. Based on calculations, the flood discharge for the 25 year return period (Q25) is 46.75 m3/sec, the 50 year return period (Q50) is 56.51 m3/sec, the 100 year return period (Q100) is 67.74 m3/sec. To overcome flood problems, one of the flood control methods used is the construction of a check dam upstream with a storage volume of 269,340 m3.
Pengaruh Keselamatan Dan Kesehatan Kerja Dalam Pelaksanaan Pembangunan Pengaman Abrasi Pantai Mampie Kecamatan Wonomulyo Rizaldi, Muhammad Rizky; Abduh, Muhammad Natsir; Yunus, Ahmad Yauri
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3330

Abstract

This study aims to analyze the factors that affect Occupational Health and Safety (K3) in the implementation of the construction of campie beach abrasion safety This study used quantitative methods with a descriptive approach with a total of 51 respondents. Instrument testing uses validity tests and reliability tests. While the data analysis method uses multiple linear regression with F test and t test. The results showed that the variables Workload (X1), Working Capacity (X2) and Work Environment (X3) simultaneously affect occupational safety and health (Y) in the implementation of the construction of mampie beach abrasion safety. From the calculation of the F test, F is obtained calculate 24.988 > F Table 2.73 with a sig value of 0.000 < 0.05. Based on the t test, the variables workload (X1) 2,205, working capacity (X2) 4,783, and work environment (X3) 6,612 have a positive and significant effect on occupational safety and health (Y).  In addition, the Adjusted R Square value of 0.605 which means the magnitude of the influence of the independent variable on the dependent variable is 60.50%.
Pengaruh Penambahan Na2CO3 Terhadap Konsistensi Dan Kuat Geser Pada Tanah Lempung Renaldi, Renaldi Z; Sariman, Syahrul; Setiawan, Arman
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3331

Abstract

Clay soils in general can be said to have a low carrying capacity. Therefore, it needs to be treated if it will be used as a construction base. This study aims to determine the effect of adding Na2CO3 (sodium carbonate) on the consistency and shear strength in clay soils. This study was conducted by preparing a mixture of various concentrations of Na2CO3, namely 0.4%, 0.6%, 0.8% and 1.0%, which were added to clay soil samples, which is added to clay soil samples. Consistency testing using the Atterberg limit test (Casagrande Stone). The results showed that the addition of Na2CO3 had an influence on the consistency of clay soil. In the shear strength test, there are values of cohesion, shear angle and shear strength, where the percentage of mixture increases. So that in this test the optimum shear strength value can be obtained on a mixture of 1% Na2CO3 soil.
Analisis Kebutuhan Air Irigasi Menggunakan Aplikasi Software Cropwat Daerah Irigasi Palioi Kindang Kabupaten Bulukumba Wiradinata, Nurdiansyah; Badrun, Burhanuddin; Cangara, Satriawati
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3340

Abstract

The Palioi irrigation area, Bulukumba Regency, has a land area of 23.51 Ha with the main water source being the Bangsalayya Weir which is located in Borong Rappoa Bulukumba village, due to land conversion causing the irrigation channels in this area to be less than optimal. The aim of this research is to review Palioi's irrigation water needs. Calculations were carried out using the Cropwat software application version 8.0. This application is very helpful in managing data so that it produces data that can be used. The need for irrigation water starts from the beginning of April using a planting pattern for secondary crops, rice and secondary crops. The results of this research show that the existing irrigation water discharge is 4.41 m³/deck, with an irrigated land area of 23.51 Ha, whereas by using the Cropwat Software Application the irrigation water discharge is 3.84 m³/deck, with The area of land that is irrigated is 23.51 Ha. The results of this research show that with land conversion, the existing availability of irrigation water is still sufficient for irrigation water needs for DI Palioi
Analisis Kebutuhan dan Ketersediaan Air Bersih Kelurahan Lakkang Kota Makassar Riosetiawan, Andi Ahmad; Syahrir, Suryani; Yusuf, Andi Rumpang
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3364

Abstract

Clean water is a natural resource that is very important and vital for human life. By providing good clean water, it will support the improvement of people's health and welfare. The aim of this research is to analyze the total need and availability of clean water as well as reservoir capacity requirements. This research was conducted in Lakkang Village, Makassar City. In this research, the method used is quantitative descriptive, a study to determine the need for clean water, as well as reviewing the availability of water sources and the required reservoir capacity. Data analysis includes predictions of population, predictions of increase in PDAM customers as well as predictions of reservoir capacity. The results of the analysis state that the total need for clean water is 0,2434 liters/person/second and the availability of clean water is 1300 liters/second and the required reservoir capacity is 5,05 m3, which is smaller than the current capacity of 8 m3. The need and availability of clean water is still sufficient and reservoir capacity is still adequate in Lakkang Village, Makassar City until 2027.
Pengaruh Penambahan Garam Dapur dan Pupuk Urea Terhadap CBR Tanah Lempung Lunak Mangasik, Setiawan Anugerah; Sariman, Syahrul; Yuniarto, Eka
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3371

Abstract

Soil is the most important part to support construction, one of which is soft clay soil which has a high-water content so that the CBR of soft clay soil is low and causes a decrease in the soil's bearing capacity. This research aims to determine the effect of adding urea fertilizer and table salt on the CBR value of soft clay soil. The percentages used in this research were 10% urea fertilizer and 5%, 10%, 15% table salt. The results of the soil characteristics test, passing sieve No.200 was 83.60%, liquid limit 54.04%, plastic limit 24.07%, shrinkage limit 18.71% and plasticity index 28.97%. According to AASHTO land is included in category A-7-5 while according to USCS land is included in category CH. From the results of the specific gravity examination, the specific gravity was found to be 2.653, this soil is included in the organic clay soil category which has a specific gravity value between 2.58-2.65. The maximum CBR value occurred when adding 10% urea fertilizer + 15% table salt with a CBR value of 21.68%.
Analisis Sistem Irigasi Sawah Tadah Hujan di Kecamatan Tompobulu Kabupaten Bantaeng Yunita, Yunita; Yusuf, Andi Rumpang; Badrun, Burhanuddin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3394

Abstract

Irrigation is an effort to bring in water by making it buildings and channels to paddy fields or fields according to plant needs. Around 86% of national rice production comes from irrigated rice fields. The aim of this research is to determine the irrigation system for rainfed rice fields and sources of rainfall water for irrigation of rainfed rice fields in Tompobulu District, Bantaeng Regency. This research method uses a qualitative descriptive method, with data collection techniques, namely surveys and observations. The results of the analysis show that the Tompobulu District Irrigation Area uses a non-technical irrigation system where the irrigation network is usually managed independently by farmer groups by relying on rainfall in rice fields without permanent buildings. The irrigation area has an irrigation area of 557 ha. The source of irrigation for rainfed rice fields in Tompobulu District comes from rainfall that falls directly on the rice fields to be used as a source of irrigation water in the irrigation areas.
Analisis Nilai CBR Dan Permeabilitas Tanah Lempung Yang Distabilisasi Dengan Fertilizer Di Desa Alam Buana Kabupaten Luwu Timur Susetyo, Agus Hary; Sariman, Syahrul; Yunianti, Nur Hadijah
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 2 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i2.3450

Abstract

In general, clayey soil has low bearing capacity; therefore, clayey soil needs to be improved in terms of its bearing capacity before constructing anything on it. This research aims to utilize fertilizer to enhance the CBR (California Bearing Ratio) and reduce the permeability of clayey soil. One way to improve clayey soil is by incorporating fertilizer as a soil stabilization material, by conducting CBR and Permeability Tests. Urea fertilizer readily dissolves in water and exhibits easy water absorption properties (hygroscopic). On the other hand, NPK fertilizer is a compound fertilizer containing nitrogen (N), phosphorus (P), and potassium (K) in varying compositions, with each element represented by the initial letter of its name (N, P, and K). In this study, 10% Urea is added to the soil, and there is variation in the amount of NPK, namely 0%, 5%, 10%, and 15%. The research results indicate that with the addition of NPK fertilizer, the CBR value continues to increase compared to the original soil and soil with only urea mixture. Meanwhile, in the Permeability Test, with each addition of NPK fertilizer, the coefficient of permeability value experiences a decrease.

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