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INDONESIA
Jurnal Vokasi Teknik Sipil
Published by Universitas Negeri Surabaya
ISSN : -     EISSN : 30642159     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Industrial & Manufacturing Engineering Transportation
Jurnal Vokasi Teknik Sipil is aimed at all academics and practitioners in the field of civil engineering, especially applied civil engineering. The Scope of Applied Civil Engineering Journal covers the results of field research, literature studies, application of the method, development of standard operating procedure, and development of civil engineering technology. The journal is issued 3 (two) times a year and min. 5 articles per issue. The research is viewed through macro or micro civil engineering perspectives from various aspects, such as: planning, design, management, operational, production, , human resources, safety, and finance. Focus and Scope : The scope of the article includes: Construction management Structural Engineering Geotechnical Engineering Construction Materials Construction Surveyors Safety and Environmental of construction
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 119 Documents
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EFEKTIVITAS PENGUJIAN KUAT TEKAN BETON PADA SPUN PILE DENGAN METODE CORE DRILL, HAMMER TEST, DAN COMPRESSIVE STRENGTH TEST DI PT JAYA BETON INDONESIA Zulfikar, Ahmad Rafly
Jurnal Vokasi Teknik Sipil Vol 1 No 1 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i1.54477

Abstract

Testing the concrete structure after the concrete has hardened is to determine whether the concrete structure is suitable for use according to the planned quality. Concrete quality testing is carried out without damaging the concrete. This study aims to find out how to identify the quality of spun pile, to know the differences in methods and results between the core drilling test, compressive strength test, and concrete hammer test, and to find out which method is more effective for identifying the compressive strength quality of spun pile. The method used to determine the capacity and structural strength of spun pile using 3 test methods, namely the Core Drill Test, Schmidt Hammer Test, and Compressive Strength Test methods are used as an alternative in determining the compressive strength value of spun pile. The results of the concrete compressive strength test on spun pile using the Core Drill Test, Schmidt Hammer Test, and Compressive Strength Test methods have fulfilled the requirements. The results of the compressive strength test using the core drill test method obtained an average yield of 50.98 Mpa for spun pile fc 45 and 55.83 Mpa for spun pile fc 50. From the results of the Schmidt hammer test it indicates that the coefficient of variation (KV) of the overall spun pile samples tested ranged from 3.19% -4.72%. The Compressive Strength Test obtained an average compressive strength of spun pile fc 45 of 57.22 MPa for a 28 day old concrete sample. As for the spun pile fc 50, it obtained an average yield of 64.35 MPa for a concrete sample aged 28 days. Based on data analysis, the effectiveness of testing the compressive strength of concrete can be concluded that the Core Drill Test is very effective in testing the compressive strength of concrete.
Identifikasi Risiko Kecelakaan Kerja pada Proyek Pembangunan Gedung Rumah Sakit Siti Khodijah Sidoarjo Aminestia, Tharisa Destin
Jurnal Vokasi Teknik Sipil Vol 1 No 1 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i1.54509

Abstract

ABSTRACT The development of construction projects generally contains activities that are very risky and have the potential for unwanted events to occur. The risks that may occur on the project vary greatly due to the factors of the workers themselves and from the project environment, from these risks it is possible that construction work is one of the supporters of a fairly high number of work accidents. Therefore, a way or effort is needed by identifying a risk in work accidents that may occur from each job on the Siti Khodijah Sidoarjo Hospital Building construction project to minimize the number of work accidents on the project. This research uses descriptive qualitative methods that aim to explain a problem formulation and describe solutions in depth and detail. Descriptive qualitative method is by conducting direct observations in the project environment, interviews with safety officers or K3, and literature studies to identify risks that may occur in the Siti Khodijah Sidoarjo Hospital Building Construction Project. The results of this study obtained 34 risks of work accidents which were reviewed from four variables, namely materials, tools, workers or humans, and the environment. The risks of work accidents were obtained from interviews, observations, and literature studies. The results of the 34 risks of work accidents based on the variables found there are 11 risks from the material variable, 9 risks from the tool variable, 9 risks from the worker or human variable, and 5 risks from the environmental variable.
Pengaruh Kadar Lumpur Material Terhadap Kuat Tekan Beton Pada PC Spun Pile Di PT Jaya Beton Indonesia Surabaya Al Abror, Izza Muhajjir
Jurnal Vokasi Teknik Sipil Vol 1 No 1 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i1.54530

Abstract

The quality of concrete is declared high if it is able to withstand the force load exerted during high compressive strength tests, one of which is the quality of fine aggregates to be used in making concrete. This study aims to determine the influence of the substances contained or the level of sludge present on fine aggregates. The research method was carried out by taking laboratory testing data on sludge content by testing slump and compressive strength of concrete samples aged 28 days cylindrical with a diameter of 10 cm and a height of 20 cm with 5 variations of fine aggregate sludge content of 1.5%, 1.7%, 2.4%, 2.7%, 3.6% with a planned f'c of 50 Mpa. The results of slump test testing studies on variations in sludge content of 1.5%, 1.7%, 2.4%, 2.7%, and 3.6% have different slump values, the higher the sludge content, the higher the slump value or the thinner the concrete mixture. The mud content of 1.5% has a slump value of 5.5 cm while the mud content of 3.6% has a slump value of 7.5 cm. The compressive strength results on the test specimen at the age of 28 days, the higher the mud content, the decrease in compressive strength and quality values. At 1.5% mud content produced an average compressive strength of 494.3 kN and an average concrete quality of 62.972 Mpa, while at 3.6% mud content produced an average compressive strength of 414 kN and an average concrete quality of 52.738 Mpa.
PENGENDALIAN KUALITAS PRODUK PC SPUN PILE DENGAN MENGGUNAKAN METODE SIX SIGMA PADA PT. JAYA BETON INDONESIA SURABAYA Alfianto, Renaldy Dimas
Jurnal Vokasi Teknik Sipil Vol 1 No 1 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i1.54559

Abstract

Six Sigma is a method used by companies in determining the possibility of zero defect product defects in the production process. The six sigma method uses calculations to analyze the level of defects in production and makes an opportunity to analyze defect factors in PC spun pile products at PT. Jaya Beton Indonesia. The purpose of this study was to determine the value of six sigma on the quality of PC Spun pile to reduce the level of product defect and failure factors. The method used in this study uses the six sigma method with stages of conducting interviews, checking product reject reports, and analysis in the field. The results of PC spun pile quality control at PT. Jaya Beton Indonesia shows a six sigma value of 3.46. Types of product defects include crack defects (68.42%), less thickness (10.53%), visible seamline (7.89%), non-conforming joints (7.89%), perforated (5.26%) with factors causing product defects, namely from labor factors, work methods, and machines. Proposals to reduce product defects include rechecking each workmanship, increasing supervision in each process, adding supervision at the tension or iron withdrawal stage, carrying out processes in accordance with the applicable WI, and checking tools regularly
PENGARUH PERUBAHAN VARIASI DIMENSI KOLOM TERHADAP KEKUATAN STRUKTUR BANGUNAN TINGGI PADA PROYEK ANTASARI PLACE. Rivaldi, Fandhy
Jurnal Vokasi Teknik Sipil Vol 1 No 1 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i1.54560

Abstract

Indonesia has many high-rise buildings for residential, office, and others. Indonesia is a country that has experienced many natural disasters such as earthquakes which have an impact on the structural strength of buildings, especially high-rise buildings. This research was conducted to determine the variations in the dimensions of the structural column sizes in a building that affect the strength of the building structure when reacting to an earthquake assisted by using the SAP2000 V14 software. The method used in this study is by using modeling analysis using SAP2000 software. The results of the research on changes in column dimensions on the strength of tall building structures affect displacement that occurs due to earthquakes, where the variation of column dimensions is 6 times, the smaller the displacement value of the building and the more axial force values ??that the building structure can accept so that the building becomes better. conversely, in the variation of the column dimensions with 4 changes, the value obtained at the displacement is greater and the value of the axial force that can be accepted by the structure is smaller so that the strength of the structure in the building is getting worse.
EFEKTIVITAS KEKUATAN STRUKTUR KOLOM AKIBAT PERUBAHAN FUNGSI GEDUNG PADA PROYEK MAGNA ONE SURABAYA TERHADAP BEBAN GEMPA Hernita, Faradiba Dwi
Jurnal Vokasi Teknik Sipil Vol 1 No 1 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i1.54561

Abstract

Changes in the function of the Magna One Surabaya Building, originally Full Office to Mixed Use to meet the market share needs for vertical housing in the West Surabaya area. This resulted in a change in the dimensions and quality of the concrete in the column structure of the building. This research was conducted to compare the column structure deviation of the two building models due to changes in building function. The research method uses SAP 2000 software and refers to SNI 1726:2019. Results in this study, it was found that the mass of the Mixed Use structure is greater than the Full Office structure with a percentage value increase of 0.3% in structural mass due to the addition of column reinforcement in the form of extra main reinforcement, extra stirrup reinforcement, and the addition of hooks to the 16th to 19th floor structural columns. Axial force the Mixed Use structure is 17484.71 kN, the maximum deviation value is 41.2 mm in the safe category not exceeding the permit delta, the Base Shear Reaction value is greater in the Mixed Use structure, for the Mixed Use period it is 4.24 seconds which is 6.19% more smaller than the period of the Full Office structure. The structure period that works on the SAP 2000 program is still within safe limits of no more than 5.425 seconds so that the Mixed Use structure is more effective.
OPTIMALISASI PENGGUNAAN STEEL PLATE SHEAR WALL (SPSW) PADA TOWER MAGNA ONE SURABAYA TERHADAP BEBAN GEMPA ALFURQAN, SEPTINDRA HAFIZH
Jurnal Vokasi Teknik Sipil Vol 1 No 1 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i1.54562

Abstract

Tower Magna One Surabaya is a building that has two functions: Low Zone Office building and High Zone Apartment with structural reinforcement using CSW in the form of Core Wall. This study analyzes the optimization of the use of SPSW at Tower Magna One Surabaya against earthquake loads. The implementation of the research was carried out by experimental observation using a quantitative approach. Modeling is done using the SAP 2000 V22 program. The results of the addition of the SPSW structure with column stiffeners WF 500x200x10x16 and WF beams 500x200x10x16 provide rigidity to Tower Magna One Surabaya so that the resulting Max Displacement is 40.9 mm smaller compared to CSW of 41.2 mm. The SPSW structure can reduce the Base Shear Reaction in the x and y directions by 60%. The SPSW structure is able to accept greater axial forces compared to CSW. Variation of minimum SPSW plate thickness of 10 mm at Tower Magna One Surabaya. The use of SPSW with SPSW plate thickness of 10 mm is able to provide strength comparable to CSW with a thickness of 50 cm, and SPSW can reduce the mass of the structure by 9.3% compared to CSW. Keywords: CSW, Deviation, Shear Force, SPSW.
PENGARUH PERUBAHAN TEMPERATUR DAN PENAMBAHAN AGREGAT KACA TERHADAP KUAT TEKAN BETON Taufiq, Ahmad
Jurnal Vokasi Teknik Sipil Vol 1 No 1 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i1.54614

Abstract

Fires often occur in various countries, especially in Indonesia. The fire disaster caused damage to building materials, one of which was concrete structures. Concrete is a material that is generally used for a structure in a building. This research was conducted to determine the difference in compressive strength of concrete when burning and before burning. The method used in this study was an experimental method, namely concrete cubes aged 28 days, after which they were fired at 100C and 200C. The results of this study showed a decrease in the compressive strength of concrete at 100C and 200C. The compressive strength of concrete also decreases when the concrete is mixed with glass aggregate at temperatures of 100C and 200C.
Analisa Stabilitas Lereng Dengan Menggunakan Software GeoStudio 2023 Pada Lereng Aliran Sungai Brantas di Wilayah Permukiman Wringinanom Gresik Ardiansyah, Mohammad Raffael
Jurnal Vokasi Teknik Sipil Vol 1 No 1 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i1.54635

Abstract

People who live in Wringinanom Subdistrict live not too far from the presence of the Brantas River. Population growth around the slopes of the Brantas River causes many houses to be built around the slopes of the Brantas River in Wringinanom District. The construction of residential houses will affect the stability of slopes on the slopes of the Brantas River in Wringinanom District. This research was conducted to analyze the stability of slopes on the Brantas River using GeoStudio 2023 software. Soil parameter data used is data when soil conditions are 75% saturated or what is commonly called annual rainfall conditions. Based on the results of the analysis using GeoStudio 2023 software, a value of 1.187 was obtained, which according to the Bowles (1984) classification, the Brantas River slope in Wringinanom District is in critical condition or prone to landslides.
Evaluasi Dan Peninjauan Stabilitas Lereng Menggunakan Program Software Geoslope Pada Area Permukiman Di Bawah Lereng Desa Ngrimbi, Kecamatan Bareng, Kabupaten Jombang Susanto, Muhammad Angga Aris
Jurnal Vokasi Teknik Sipil Vol 1 No 1 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i1.54639

Abstract

The slope is an inclined plane area that connects other planes that have different elevations. Each slope has the possibility of landslides. According to SNI 8470-2017 regulations landslides can occur if the safety factor does not meet the Safety Factor (SF <1.5). The slopes in one of the Jombang districts, to be precise in one Ngrimbi Village, Bareng District, tend to have poor soil and landslides can occur, so a slope stability analysis is needed. In this study, the authors conducted an evaluation and review of slope stability in residential areas under the slopes of Ngrimbi Village, Bareng District, Jombang Regency to determine the slope safety factor (SF) value using the Geoslope 2023 software program. Soil data used in this study used the Geoslope 2023 software program. parameters liquid limit value (LL) = 35%, 45%, and 50% obtained from soil data from previous research literature studies. The data is connected or correlated to obtain values of the soil shear angle (?) and soil cohesion (c). The results of this study obtained slope stability at Liquid Limit (LL) 35% (SF) = 1.224 < 1.5 (Unsafe), Liquid Limit (LL) 45% (SF) = 1.043 < 1.5 (Unsafe) and Liquid Limit (LL) 50% (SF) = 0.976 < 1.5 (Not safe).

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