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Tri Wardati Khusniyah
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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 113 Documents
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Perbandingan Daya Dukung Tiang Pancang Metode Manual Dan Software AllPile V.7 yudistira rahmat waluyo
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
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Abstract

Pondasi tiang adalah pondasi yang mampu menahan gaya orthogonal ke sumbu tiang dengan jalan menyerap lenturan. Pondasi tiang dibuat menjadi satu kesatuan yang monolit dengan menyatukan pangkal tiang yang terdapat di bawah konstruksi, dengan tumpuan pondasi.Penelitian ini dilakukan untuk mengetahui daya dukung Tiang Pancang menggunakan metode manual Luciano Decourt dengan software ALLPILE V.7berdasarkan hasil nilai SPT. Hasil perhitungan Metode manual Luciano Decourt berdasarkan data SPT untuk tiang pancang berdimensi 25 x 25 dengan kedalaman 36 meter mendapatkan nilai Qp=29,8 Ton, dan Qs=140,8 Ton, Perhitungan Software AllPile V.7 Side Resistance (Qs) = 1,283 Kn, dan Tip Resistance (Qp) = 272 Kn, Selanjutnya hasil perhitungan metode manual dibandingkan dengan hasil perhitungan dari Software ALLPILE V.7 Sehingga dapat mendapatkan hasil dari perbandingan dari kedua Metode Luciano Decourt dan Software ALLPILE V.7
PEMETAAN LOKASI GEDUNG SEKOLAH MENENGAH ATAS DAN SEKOLAH MENENGAH KEJURUAN NEGERI DI KOTA SURABAYA MENGIKUTI DENGAN ADANYA ZONASI BERBASIS SISTEM INFORMASI GEOGRAFIS (SIG) Tio Kresna Revaldi
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
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Abstract

This research aims to determine the mapping and distribution pattern of locations of foreign language course institutions in English villages using a geographic information system (GIS). This research is quantitative research and the samples in this research are State High Schools with a total of 22 schools, and State Vocational Schools with a total of 13 schools spread widely in the Surabaya City area. The data collection technique used is field observation to determine the coordinate points (X, and Y) of State High Schools and State Vocational Schools in the Surabaya City area, Observation via the official Institution website of the Surabaya City Education Service to find out the systematic PPDB Zoning route, and the official Institution website Department of Population and Civil Registration in the City of Surabaya to find out the number of students aged 15 - 19 years at the State High School and State Vocational School levels. The method used is descriptive analysis to create a location distribution map for State High Schools and State Vocational Schools using Arcgis 10.8 software, nearest neighbor analysis to find location distribution patterns by calculating the T value or nearest neighbor distribution index. The calculated T value is 1.09 which is included in the even pattern for State High Schools, and 1.56 for State Vocational Schools which is included in the uneven pattern.
Metode Pelaksanaan Pekerjaan Struktur Kolom Pada Proyek Pembangunan Passengger Terminal Building Bandara Internasional Dhoho Kediri Mohammad Khoirun Nasikhin
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
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Abstract

Infrastructure development in a city not only aims to improve people's welfare, but also has the potential to be an alternative for national economic, environmental and social recovery. To improve community welfare through infrastructure development, one of which is the construction of the Dhoho Kediri International Airport in Kediri Regency. One of the multi-storey building developments at Dhoho Kediri International Airport is the passenger terminal building. The function of the passenger terminal building is to serve all passenger activities from departure to arrival at the airport. The passenger terminal building requires a sturdy structure, one of which is a column structure. The research method used is observation and observation methods in the field. From the results of field observations and observations during the implementation of column work, the column structure work is divided into several stages. Preparation stage, steel stage, formwork installation, column casting, formwork dismantling and column maintenance. Based on these results, it can be seen that in implementing the column structure there are six stages that must be carried out sequentially so as to produce a quality column.
PENGENDALIAN PROYEK DENGAN METODE EARNED VALUE ANALYSIS PEMBANGUNAN GEDUNG (Studi Kasus: Pembangunan Gedung Rumah Sakit Muhammadiyah Gresik tahap I) Shafira Dwi Amalina
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
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Abstract

Controlling costs and time is the most important thing in the construction implementation process so that the project can be carried out according to the initial plan. The Earned Value Analysis method is one of the project control methods used in this research to determine the cost & time performance of the project and to determine the estimated cost & time required to complete the project. The data used in the research are S-Curve, RAB, progress reports, and actual project cost recapitulation. From this data, the values of the indicators used in Earned Value Analysis are obtained, the BCWS, BCWP, ACWP, CV, SV, CPI, SPI, ETC, EAC, ETS and EAS values. In accordance with the analysis that has been carried out, the project time performance results do not experience cost deviations and the achievement index is quite good, it is known from all results that the CV value is positive (+) and the CPI value is above 1 (>1). The project time performance obtained a final SV value of -1,396,389,988 (-) and an SPI value of 0.658 (<1), this indicates that time deviations occurred and the performance achievement index decreased. The estimated project completion cost (EAC) was obtained at a value of Rp 30,946,113,578, so there was a savings from the project plan cost of Rp 15,970,422. Then the estimated project completion time (EAS) is 58,565 weeks, so that the project is 14,565 weeks slower than the project plan time.
Pemanfaatan Sistem Informasi Geografis untuk Lokasi Hotel Guna Mendukung Sektor Pariwisata Kabupaten Jember Dina Arifah Nur Hidayah
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
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The geographical location of Jember Regency, which borders the Indian Ocean and Mount Argopuro, makes Jember Regency have potential in the tourism sector. However, there are obstacles in developing the tourism sector in Jember, namely the lack of tourism support such as accommodation. Apart from that, several hotel locations in Jember Regency do not match the coordinates or hotel addresses on Google Maps. This research aims to map hotel locations in the Jember Regency using a Geographic Information System (GIS) and analyze hotel distribution patterns based on location in the Jember Regency. The research method used in this research is a quantitative method with a survey research type. The research results show that the number of hotels has increased to 56 hotels spread across 14 sub-districts, and several hotels are not operating and do not match Google Maps. The results of hotel identification show that 57% of hotels are located on local roads, 56% of hotels are in residential areas, and 62% of hotels can reach tourist attraction. Apart from that, the results of the nearest neighbor analysis show that the hotel distribution pattern is included in the random category.
Pemetaan Pola Persebaran Gedung Kantor Cabang Dan ATM Bank BCA Di Kota Surabaya Berbasis Pada Sistem Informasi Geografis (SIG) mirda mirda dwi
Jurnal Vokasi Teknik Sipil Vol 2 No 1 (2024)
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Abstract

Surabaya is the capital of East Java province which is also one of the big cities in Indonesia whose population density is increasing every year. Has an area of 374.36 km2 with a population of 3 million people, making Surabaya a densely populated city. The city of Surabaya is also a trading city in which there is a lot of money circulation. This is evidenced by the many sub-branch offices (KCP) of banks, especially Bank BCA, which are spread across the city of Surabaya. Information regarding the location of Bank BCA Sub-Branch Offices (KCP) is needed so that the people of Surabaya are not too far away from reaching the services offered by KCP Bank BCA. This study aims to determine the mapping, pattern of distribution, and coverage of KCP Bank BCA. This research was conducted using the Nearest Neighbor Analysis method using ArcGIS 10.8 software. The results of the analysis of the distribution pattern of BCA Bank KCP in the Surabaya City area are categorized as random. Outreach results with a radius of 2.5 Km Whereas high coverage results for some areas with a percentage of 35% are in 11 locations, Enough coverage results with a 32% percentage are 10 locations, Low coverage results with a 20% percentage are 6 locations and coverage results are not reached by some areas with a percentage of 13% there are 4 locations.
Perencanaan Gambar Rainwater Harvesting Metode Roof Cacthment Dengan Desain Tropical Green Roof: (Studi Kasus: Gedung Penunjang Terpadu RSUD Waluyo Jati Kraksaan Kabupaten Probolinggo) Bintang Mutiara Suli
Jurnal Vokasi Teknik Sipil Vol 2 No 1 (2024)
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Waluyo Jati Regional Hospital carries out continuous development to improve services to the community. This development has increased the volume of clean water needed to meet the water needs of Waluyo Jati Regional Hospital. This research aims to determine the planning drawings of a rainwater harvesting system that uses the roof method of the integrated supporting building at Waluyo Jati Regional Hospital with a tropical green roof design and to find out how much savings occur after implementing this system. This research uses a descriptive analysis method with a quantitative approach. Based on the results of research that has been carried out, it was found that the total area of the integrated support building at Waluyo Jati Regional Hospital was 656.21 m2 with a rainwater runoff discharge of 19.260 liters/hour and a rain intensity of 30,87 mm/hour. The size of the ground water tank used is 2,31 m long, 1,73 m wide and 2,89 m high. The savings after implementing the rainwater harvesting system using the roof catchment method with a tropical green roof design is that it can save PDAM water costs of IDR. 156,230/day.
Stabilisasi Tanah Ekspansif Menggunakan Serbuk Cangkang Telur Dengan Tambahan Kapur Sebagai Zat Aditif Mohammad Arhoillah Hasan
Jurnal Vokasi Teknik Sipil Vol 2 No 1 (2024)
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Soil is the basis of a building structure. Each region has varied soil characteristics and properties. Expansive land is often a problem for some construction service providers because it has bad properties. Expansive soil stabilization action is a method that can reduce the poor properties of expansive soils. Eggshell powder is organic waste that is almost every day and has not been used properly. The use of eggshells as a mixture of soil improvement can be one of the uses of eggshell waste. Lime is one of the chemicals that become an ingredient for soil stabilization. Lime contains pozzolan substance, which is the same substance as Portland Cement which at certain levels and treatments reacts to changes in the mechanical properties of expansive soil. This study used an experimental method by providing a variety of test specimens located on the content of a mixture of eggshell powder on expansive soil, namely 0%, 10%, 20%, and 30% with a mixture of 10% lime as an additive, namely lime. The percentage of effective addition of eggshell powder to a mixture of 10% lime + 20% eggshell powder can increase the plastic limit value and decrease the liquid limit.
PERENCANAAN GEDUNG FTIK UIN TULUNGAGUNG DENGAN INSTALASI PEMBANGKIT LISTRIK TENAGA SURYA safina salsabila
Jurnal Vokasi Teknik Sipil Vol 2 No 1 (2024)
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Abstract

The FTIK building (Faculty of Tarbiyah and Teacher Training) is one of the buildings at the Sayyid Ali Rahmatullah State Islamic University, Tulungagung. A building with 5 floors and consisting of 26 classrooms costs an average of IDR 14,646,758/month for electricity. This research aims to reduce electricity costs by replacing the lights in the classrooms using PLTS. The lights were chosen using PLTS because considering the long duration of the lights on in the FTIK building, namely 15 hours/day. Research at the FTIK UIN Tulungagung Building using Monocrystalline panels with an On-Grid system. This research is quantitative. The calculation planning for this PLTS electrical installation requires 27 200Ah batteries, 28 panels with a capacity of 300 wp, and 5 60A controllers. Planning to save electricity costs of IDR. 1,021,860/month with electrical power of 42,120 wh, payback period of 7 years.
ANALISIS DAYA DUKUNG TIANG PANCANG KELOMPOK MENGGUNAKAN SOFTWARE ALLPILE DENGAN PENDEKATAN METODE REESE Moh Rafikanaja
Jurnal Vokasi Teknik Sipil Vol 2 No 1 (2024)
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Abstract

In conventional analysis, using empirically tested formulas ensures the accuracy of an analysis. However, this process often takes time to achieve safe and accurate results. With technological advancements, numerous software applications facilitate structural analysis in construction. This meets the demand for efficiency and precision in analysis results, one of which is Allpile Software. AllPile is a software tool used to assist in analyzing and designing various types of foundations, including pile foundations. The analysis results of pile bearing capacity using Allpile software with the Reese method approach based on Standard Penetration Test (SPT) data yielded ultimate bearing capacities of group pile foundations with 2, 4, and 6 piles, respectively, at 173.68 tons/m2, 347.36 tons/m2, and 521.05 tons/m2.

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