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Jurnal Sipil Terapan
Published by Universitas Cenderawasih
ISSN : 29869862     EISSN : 29869870     DOI : 10.58169
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Teknik Sipil meliputi bidang ilmu yang mempelajari perencanaan/perancangan, manufaktur, manajemen/pengelolaan, dan konservasi dari beragam fasilitas dan sistem untuk mendukung sebuah kota, pedesaan, dan perkotaan.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 18 Documents
 1   2 
Evaluasi Stabilitas Lereng Pada Struktur Bangunan Penahan Lokasi Gedung C Fakultas Ekonomi Universitas Cenderawasih Duha Awaluddin Kurniatullah; Hartawan Hasyuar
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.102

Abstract

Thus, the slope at Building C of the Faculty of Economics of Cenderawasih University needs to be handled in the form of evaluation or review of the plaster structure (talud), by improving the dimensions, and the slope is analyzed by drained conditions, the slope becomes stable as the slope safety factor changes to 1.557. which according to the safety factor (SF) slope is more than 1.5, and the calculation of Stabilita against shear of slope safety factor is 1,678, which according to safety factor more 1.5. Means that the wall is able to withstand the moment of land that works
Analisa Penyebab Penurunan Badan Jalan Di Ruas Jalan Baru Furia Kotaraja STA (0+000 – 0+520) Alfian Adie Chandra; Ira Widyastuti; Maurids Thomas Sapari
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.103

Abstract

Topography in Papua is generally an area consisting of mountains and valleys that have various slopes. Means of transportation was planned in such a way that it had to go through the slope. One of them is on the New Furia Kotaraja road section. On this road section, the slope is cut so that the road is made safe and comfortable for motorists to pass. However, at several points there was damage to the road body which was identified as a landslide, namely the formation of an avalanche crown on the surface of the road body. Therefore it is necessary to analyze the stability of the slopes in order to obtain ways to overcome them. Analysis of slope stability on the New Furia Kotaraja road section used the GeoStudio 2007 Slope/W assist program and manually used the Fellenius method. From the analysis that has been carried out, given the condition of the road load and pore water pressure, it can be concluded that the slopes on the New Furia Kotaraja road section Km 0+000 – 0+520 are unstable slopes because according to the results of the calculation of the slope safety factor based on the Fellenius formula, namely 0.589, according to Bowles, the slope is unstable if the factor of safety is less than 1.07. Thus, the slopes on the Baru Furia Kotaraja Km 0+520 road section need to be treated in the form of a box cover / culvert, with a surface depth of 280 cm box coler because at that depth it has a rather dense soil type, silty sand, and a channel is also planned. square type drainage with dimensions (b = 2.00 ; h = 1.70 m ) to drain water discharge (Q = 0.68 m3/s), the slope becomes stable because the slope safety factor changes to 1.259 which according to Bowles's opinion the slope is included stable when the factor of safety is above 1.25.
Perencanaan Struktur Gedung Supermarket Berlantai Tiga Di Wamena Wika Matana Nion; Juliana Br. Simangunsong
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.104

Abstract

As a buffer for districts in the Central Mountain region of Papua, Wamena has also become a center of economic and government activity so that Wamena needs shopping facilities on a large scale in order to meet the needs of its population, therefore it is necessary to plan shopping facilities on a larger scale such as supermarkets. The purpose of this study was to plan the Upper Structure of the Berlantai Tiga di Wamena Supermarket Building. The planning of this supermarket includes plates, beams and columns. The tools used in this planning are ETABS v.19, AutoCad and Microsoft Office. The location of the building is on Jalan Trikora Wamena, Papua. The result of the structural design uses the Special Moment Bearing Frame System (SRPMK). Using concrete quality (f'c) = 25 MPa and reinforcement quality (fy) = 420 MPa. Floor slabs are used 170 mm thick and roof slabs with 130 mm thick. The beam uses B1 300 x 400 mm, B2 300 x 350 mm, B3 250 x 300 mm. The columns in the design measure 600 x 600 mm.
Analisis Angkutan Umum Bus Pemadu Moda Di Kota Jayapura (Studi Kasus : Trayek Jayapura – Bandara Sentani) Semuel Rorrong D.
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.105

Abstract

The increase in Sentani Airport passengers is currently getting higher, in March 2022 Sentani Airport passengers increased by 25% compared to the same period in 2021. This increase in passengers has resulted in increased vehicle movement, especially four-wheeled vehicles. Currently, passengers at Sentani Airport tend to use private vehicles to go to the airport, thereby placing a burden on traffic. Therefore, public bus transportation is needed to support passenger travel to the airport. This study aims to determine the characteristics of passengers at Sentani Airport and the percentage of passengers who are willing to switch to using public bus transportation to support travel to/from the airport, and also to calculate the number of buses needed to serve the Jayapura route at Sentani Airport. The research location is located at Sentani Airport, Sentani District, Jayapura. The method used in this research is to conduct field surveys, namely distributing questionnaires to respondents and direct interviews with related parties. From the results of this study, the characteristics of Sentani airport passengers are dominantly traveling with tourism purposes. Passengers come from the upper middle class and are very concerned about the ease of use of the mode. The percentage of passengers who are willing to switch to using public bus transportation based on the criteria offered is 65%. The number of buses needed to serve the Jayapura route at Senatani Airport is 9 vehicles.
Analisis Produktivitas Tenaga Kerja Terhadap Biaya Dan Waktu Pelaksanaan Pada Pekerjaan Pembangunan Proyek DPT Sungai Watudakon Mojokerto Bagas Ramadhani; Wateno Oetomo
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.147

Abstract

The purpose of this study is to determine labor productivity against costs and time of implementation of the Watudakon River DPT project development work. The results of this study are the large number of labor productivity in the construction work of the Watudakon River DPT project, Mojokerto. With the results of calculating the overall productivity level, namely with an average of 2,228 m³/day, assuming 25% of formwork material shunting work and 75% installation of formwork, the calculation data is in accordance with what is carried out in the field. Duration of implementation according to a survey conducted on DPT Sungai Watudakon construction work, Mojokerto with an average value of duration for installation of pile cap formwork 1.013 days/hour, and for installation of DPT wall formwork 1.00 days/hour, then for pile repair work DPT cap and wall 1.00 days/hour, and also for pile cap casting work 1.166 days/hour, for DPT wall casting work 1.312 days/hour. The conclusion in this study is that the productivity of the workforce working hours is in accordance with the realization in the field and that work results can be increased by adding working hours or overtime.
Analisis Pengendalian Kualitas Pada Proses Produksi Komponen Kursi Susun Menggunakan Metode SPC(Statistical Process Control) Abdul Ali Bimansyah; Istantyo Yuwono
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.152

Abstract

Metalindo Perkasa is a company engaged in the field of furniture that produces chairs. In the production process of stacking chair components, there are problems encountered, namely the number of defects that exceed 1% of the standard determination. It can be a maximum lack of opinion on the company.The research was conducted with the aim of finding solutions to the factors that cause disability and finding action solutions to minimize disability. The method used in this research is Statistical Process Control (SPC). The results showed that the types of defects found were hollow, bent and curly.Factors that cause defects are human factors, machine factors, method factors, action solutions to eliminate defects by training operators, carrying out machine maintenance and checking machine components regularly and increasing supervision when setting degrees.
Pengaruh Proporsi Sepeda Motor terhadap Kinerja Ruas Jalan Tanpa Median : Studi Kasus : Jalan Sudirman Air Molek Teguh Laksono; Sahriyal Sahriyal; Sri Guntur
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.162

Abstract

Motorcycles are a mode of transportation that is very commonly used in Indonesia. The large number of motorbikes on the road often causes congestion, because the ratio between the number of two-wheeled vehicles and four-wheeled vehicles when on the road becomes unbalanced. Passenger Car Equivalence Value for Motorcycles (MC) = 0.25 , Light Vehicles (HV) = 1.2 and Heavy Vehicles (LV) = 1.0. The influence of the Equivalence value of a motorcycle Passenger Car (emp) on the Degree of Saturation (DS) value, the smaller the Equivalence of a Passenger Car (emp), the smaller the Degree of Saturation (DS). The maximum degree of saturation (DS) occurs in the proportion of motorcycles 0.83%. And the influence of the proportion of motorcycles on Jalan Jendral Sudirman, Pasir Turtle District on Monday was 63.91%. while on Sunday the proportion of motorbikes was 65.37%.
Redesign Struktur Gedung Madrasah Aliyah Madrasatul Qur’an Tebuireng Jombang Dengan Penggunaan Beton Pracetak Mohammad Johan; Titin Sundari; Meriana Wahyu Nugroho; Rahma Ramadhani
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.171

Abstract

Precast concrete is a concrete structure construction technology with more printed components in the factory. Here the researcher takes into account to determine the planning of structural elements using precast concrete and its connections. The Madrasatul Qur'an MA Building in Nanggungan Village was used as the object of research to take into account floor plates, beams and columns, with reference to SNI 2847 – 2019, aspects of repetition, connections on beams, columns (Crobel) and floor plates. The calculation results on a 20 cm thick plate + overtoping with repeating plates of dimensions of 15 cm and 5 cm, overtoping using pedestal reinforcement D8 – 135 mm in the X direction, using wermesh D8 – 135 mm on the pedestal in the Y direction. planned 2 models of beam dimensions of 40 cm x 60 cm, upper reinforcement 5 D16 pedestal, 4 D16 field, lower reinforcement 4 D16 pedestal, 5 D16 pitch, Ø 10 – 150 fulcrum, Ø 10 – 150 pitch, waist reinforcement 2 D13 fulcrum, 2 D13. Beam model 2 upper reinforcement 3 D16 pedestal, 3 D16 pitch, rebar Ø 10 – 150 fulcrum, Ø 10 – 150 pitch, waist reinforcement 2 Ø 13 fulcrum, 2 Ø 13 pitch. The connection between the beam and the plate relies on a pedestal mounted lengthwise, the connection of the column beam uses a short console.
Stabilisasi Tanah Gambut Dengan Menggunakan Campuran Kapur Studi Kasus : Ruas Jalan Rengat - Bukit Meranti Kecamatan Rengat Kabupaten Indragiri Hulu Adel Yani; Hazanawati Hazanawati; Sahriyal Sahriyal
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.176

Abstract

Riau is one of three provinces with dominant peatlands. Indragiri Hulu Regency is the sixth largest district with the largest area of ​​peatland with a value of 222 thousand hectares. Particularly in Sekip Hilir Village, Rengat District, Indragiri Hulu Regency, there is quite extensive peatland and in this location there is infrastructure in the form of Jalan Rengat – Bukit Meranti. The construction of road infrastructure on peatlands has experienced many problems. This is because peat soil has a very low carrying capacity so that the settlement that occurs is large and unable to support the work load. Stabilization efforts are needed to improve the carrying capacity of peat soils. Stabilization on peat soil will be carried out chemically using lime as a stabilizing mixture with variations of 5%, 10% and 15%. From the results of the tests carried out, namely the addition of lime variations to the peat soil stabilization mixture is proven to increase the CBR (California Bearing Ratio) value. The CBR value of peat soil mixture with the addition of 5% lime was obtained at 17.28%. At the addition of 10% lime the CBR value increased to 21.81% and at the addition of 15% lime it increased to 30.04%. From the CBR value of peat soil with variations in lime mixture obtained, the authors prove that an addition of ≥ 5% has been able to achieve a laboratory CBR standard value of 17.28% and has met the Bina Marga specifications for road pavement subgrade, namely ≥ 6%. .
Pengaruh Penambahan Abu Batu Terhadap Mix Design Campuran Beton Program Studi Teknik Sipil, Institut K-225 Mhd Almahi; Yelfidar Yelfidar; Syaiful Hendri Rawi
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.177

Abstract

Basically, the ingredients for forming concrete consist of cement, water, and aggregate, namely fine aggregate and coarse aggregate. The aggregates commonly used are natural aggregates, namely sand as fine aggregate and gravel or crushed stone as coarse aggregate. Sand as fine aggregate is obtained from mining processes in nature, especially in Indragiri Hulu district, sand mining occurs almost along the Indragiri river. Rock ash is generally dark in color (blackish gray), and consists of fairly coarse grains. When compared to sand, rock ash has a cheaper price. The method used in this study is the experimental method, namely research that aims to investigate causal relationships between one another and compare the results so as to make an innovation. The results of the tests that have been carried out by the author on variations in the addition of stone ash to the concrete mixture for fine aggregate with variations of 25%, 50% and 75%. The results of laboratory tests in this study found that the optimum percentage of rock ash as a substitute for sand was a variation of 50% rock ash with a compressive strength of 28 days of 19.60 Mpa. Rock ash on 50% test specimen can be used as a substitute for sand because in terms of compressive strength with the quality provisions K-225 meets the requirements with a value of 19.60 MPa.

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