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Paulus Civil Engineering Journal

pcej
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Published by Universitas Kristen Indonesia Paulus

ISSN : 27758613 EISSN : 27754529 DOI : https://doi.org/10.52722/pcej

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture Transportation

Paulus Civil Engineering Journal (PCEJ) is a civil engineering scientific journal publishes every four months, March, June, September, and December. The first volume of PCEJ was published in 2019 with the mission of being a pioneer in publishing information media on the development of Civil Engineering research in Indonesia. As a national media, PCEJ can accommodate the need for media to disseminate the latest information and developments for researchers and Civil Engineering practitioners in Indonesia. Journal published by the Civil Engineering Study Program, Faculty of Engineering, Universitas Kristen Indonesia Paulus in the Online Journal System (OJS). The scope of the Journal includes the following areas: Structure Water resources Transportation, Environmental Engineering, Construction Engineering Management Geotechnics as well as other fields of science related to these fields.

Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur

Articles 702 Documents

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Perancangan Pemecah Gelombang di Pantai Auki Kabupaten Biak Numfor, Papua Ixsus Alexander Sappetau; Benyamin Tanan; Erni.R. Bungin
Paulus Civil Engineering Journal Vol 2 No 3 (2020): Volume 2, No.3, September 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study aims to prevent abrasion with a breakwater at Auki Beach. This research can be used as a consideration for the construction of breaking waves around the coast. The too big waves on Auki Beach caused the retreat of the coastline due to abrasion that threatened the lives of residents in the area. Wind data were analyzed with the Wind Rose application to determine the direction of the dominant wind. Forecasting waves based on dominant wind and fetch length refers to the Shore Protection Manual (SPM) 1984. The determination of the plan wave uses the Gumbell’s distribution method (Fisher Tipped Type I) with a return period of 2 - 100 years and for the breakwater planning refers to the equation - equations in the Beach Building Planning book. The results showed that the dominant wind direction came from the Southwest with a speed of 18 knots. The design wave height for the 50 years return period is 2.464 m. The breakwater is planned at a distance of 152.5 m from the coastline with a depth of -3.195 m. The type of breakwater used is an oblique sided breakwater with a height of 7.186 m and a thickness of 4.531 m of protection layer to prevent coastal abrasion.

Kinerja Tenaga Kerja Terhadap Waktu Pelaksanaan Proyek Pembangunan Jalan Tol Layang AP.Pettarani, Makassar Juslam Tamba; Josefine E Latupeirissa; Lintje Tammu Tangdialla
Paulus Civil Engineering Journal Vol 2 No 3 (2020): Volume 2, No.3, September 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The growth of construction work requires human resources as a determining factor both in terms of quality of work. Of course, the quality of work is highly dependent on the skills of the workforce, so that labor is a major factor in the implementation of a job in order to achieve maximum results. Productivity good workforce is very influential for the success rate of a quality construction project in accordance with the quality planned. The data analysis technique in this research is descriptive qualitative analysis. The data in this study are primary data and secondary data. Observation of workforce performance is carried out on pile cap work which consists of work items for fixing formwork and construction. Determination of the sample using the Slovin formula so that the number of samples taken is 9 pile caps. To find out the workforce performance is to look at their productivity. Observations are made directly by looking at the volume and number of workers every day until the job is completed. Where is said to perform well if the productivity index> 1. From the results of the calculation of data analysis, the work productivity index of the pile cap PAF1 = 1.59; PAF2 = 1.59; PAF3 = 1.59; PAF4 = 1.59; P34 = 1.57; P35 = 1.57; P36 = 1.57; P37 = 1.57; P39 = 1.57 and pile cap work of PAF1 = 1.51; PAF2 = 1.51; PAF3 = 1.51; PAF4 = 1.51; P34 = 1.27; P35 = 1.27; P36 = 1.29; P37 = 1.29; P39 = 1.29. This condition indicates that the productivity index of each pile cap work item is performing well.

Analisis Stabilitas Lereng Disposal Menggunakan Metode Bishop, Janbu, dan Ordinary Daniel Pasole; John Patanduk; Irwan Lie Keng Wong
Paulus Civil Engineering Journal Vol 2 No 3 (2020): Volume 2, No.3, September 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The stability of disposal or stockpiling slopes in open mines at PT. Vale Indonesia Tbk has become a problem that requires more attention to the continuity of mining activities and is an important matter for conducting technical studies. Factors that often result in collapse or landslide are viewed from the influence of slope geometry such as the inclination angle of the embankment and the composition of the material layer as well as due to the load acting on the crest of the disposal slope. The purpose of this study is to determine whether a slope is stable or not, which is displayed in the form of the value of the safety factor. The stages of the slope stability analysis process were carried out using three methods, namely Bishop, Janbu, and Ordinary which in the analysis process used the Geoslope/W 2012 software. The parameters used were the internal shear angle, cohesion, and soil density. Where the safety factor is obtained from three methods, namely before the change, the results of slope analysis can be seen that the safety factor of the slope using the Geoslope/W 2012 software is in unsafe conditions. While the results of the slope stability analysis by changing the geometry of the slope and the arrangement of the material layers due to the load at the crest/peak of the slope, which changes the slope angle from 35 ° to 25 ° and changing the layer of material composition can increase slope stability, the safety factor obtained by every three methods namely, Janbu, 1,763; Bishop 1608 and Ordinary 1,758.

Pengaruh Penambahan Abu Bonggol Jagung Pada Tanah Lempung Terhadap Uji California Bearing Ratio Orlinianto Pasauran; Irwan Lie Keng Wong; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The methodology in this study is to conduct a series of soil characteristic testing and then design the composition of the Proctor Standard testing mixture to obtain optimum moisture content values, California Bearing Ratio (Unsoaked Design CBR and Soaked Design CBR) to obtain soil support value. The results of the research showed that the soil meets the characteristics of clay soil. From standard compaction testing at point 1 and point 2 with mixed variations of 0%, 2.5%, 5%, 7.5%, 10% experienced an increase in optimum water content and maximum dry density. Corn weevil ash increases the value of CBR soil so that it can be used to increase the carrying capacity of organic clay soil.

Kinerja Ruas Jalan Urip Sumoharjo Depan Kantor Gubernur Di Era New Normal Louise Elizabeth Radjawane; Fandy Irwanto Pasenggong; Rais Rachman
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The Covid-19 pandemic affects the mobility of the people of Makassar City in particular, so the local government has made several policies to reduce the potential for the spread of disease outbreaks, one of which is the new normal so that it can affect the performance of these roads which have high activity. This study aims to determine the performance of urban sections during the new normal period and the Indonesian Road Capacity Manual, 1997 method is used as a reference. Increasing traffic flow decreases the average space velocity and but increases the density value and the degree of saturation, this decreases the segment performance. The lower the average spatial velocity the higher the density value. With the alternative of increasing the performance of the section, it can increase the level of road service to C at the highest flow and speed, reduce the density and degree of saturation.

Pengaruh Agregat Sungai Battang Terhadap Kekuatan Beton Dendi Nadaf Mantja Mantja; Desi Sandy; Tjiang. A. Gunadi
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The purpose of this study was to determine the aggregate characteristics and concrete strength of the Battang River material. This type of research uses the American Concrete Institute method with the identification of cylindrical specimens with a diameter of 15 cm and a height of 30 cm, a beam with a length of 60 cm, a width of 15 cm, a thickness of 15 cm. The results of the research on the plan compressive strength test 23 Mpa, amounting to 23.861 Mpa, the compressive strength plan 30 Mpa, amounting to 31.501 Mpa, the split tensile strength test with the compressive strength plan 23 Mpa is 1.957 Mpa, and the compressive strength plan 30 MPa is 2.769 Mpa, the strength test flexural compressive strength plan 23 Mpa is 3.022 Mpa, for compressive strength plan 30 Mpa is 3.425 Mpa. The aggregate characteristics of the Battang river meet the Indonesian National Standard and can achieve the planned compressive strength value.

Kinerja Simpang Tak Bersinyal Sultan Alauddin dan Monumen Emmy Saelan di Era New Normal Winarno Saelan; Rais Rachman; Sufiati Bestari
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The peak of traffic flow, the calculation of the intersection capacity, and the degree of saturation of the unsigned intersection referring to the Indonesian Highway Capacity Manual, 1997. This study aims to determine the degree of saturation of the unsigned intersection of Sultan Alauddin and Monumen Emmy Saelan Street, Makassar during the new normal period. The traffic survey on Monday and Thursday Indicated weekdays, the survey on Saturday indicated holidays. The vehicles enumerated were light vehicles, heavy vehicles, motorcycles, and unmotorized. The proportion of unmotorized and motorcycles was calculated in the analysis of intersection capacity. The Peak of traffic flow occurred in the afternoon which indicated the working days, the results are as follows, Q = 6917.3 pcu/hour, intersection capacity (C) = 4350,18 pcu/hour, degree of saturation (DS) = 1.59.

Pengaruh Suhu Waktu Pengecoran Terhadap Kuat Tekan dan Tarik Beton Nita Bonita Rombe; Junus Mara; Desi Sandy
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study discusses how much influence the temperature of the casting time has on the compressive strength and tensile strength of concrete. The purpose of this study was to determine how much influence the temperature of the casting time has on the optimal compressive strength and tensile strength of concrete. The test specimen for normal concrete mixtures with a compressive strength plan of f'c = 30 Mpa, using a cylinder with a diameter of 15 cm and a height of 30 cm was 36 pieces. The casting of test objects is carried out with variations in time temperature in the morning, afternoon, evening, and night. The test results show that the maximum compressive strength and split tensile strength of concrete are 31.31 MPa and 2.64 MPa at 23 ° C in the morning. The temperature of the casting time does not significantly affect the compressive and tensile strength of the resulting concrete.

Pemanfaatan Rice Husk Ash dan Bottom Ash Sebagai Bahan Campuran pada Beton Yusrianto; Jonie Tanijaya; Suryanti Rapang Tonapa
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The purpose of this study was to determine the aggregate characteristics and concrete strength of the Battang River material. This type of research uses the American Concrete Institute method with the identification of cylindrical specimens with a diameter of 15 cm and a height of 30 cm, a beam with a length of 60 cm, width of 15 cm, thickness of 15 cm. The results of the research on the plan compressive strength test 23 Mpa, amounting to 23.861 Mpa, the compressive strength plan 30 Mpa, amounting to 31.501 Mpa, the split tensile strength test with the compressive strength plan 23 Mpa is 1.957 Mpa and the compressive strength plan 30 MPa is 2.769 Mpa, the strength test flexural compressive strength plan 23 Mpa is 3.022 Mpa, for compressive strength plan 30 Mpa is 3.425 Mpa. The aggregate characteristics of the Battang river meet the Indonesian National Standard and can achieve the planned compressive strength value.

Karakteristik Campuran SMA Kasar Menggunakan Batu Sungai Sa’dan Kecamatan Sesean Toraja Utara Arung Dating Sandabunga; Nur Ali; Rais Rachman
Paulus Civil Engineering Journal Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The methodology in this study is to conduct a series of characteristic tests in the form of rough aggregates, fine aggregates, fillers and asphalt and then design the composition of the mixture then make the test objects in the form of rough Stone Matrix Asphalt mixture as well as Marshall testing to obtain Immersion Index / Residual Strength Index / Blend durability using optimum asphalt levels.The results of the research showed the characteristic material meets Bina Marga General Specification 2018 as a layer material of road hardening. Through the marshall test obtained characteristics of Stone Matrix Asphalt Rough mixture with asphalt levels of 6.00%, 6.25%, 6.50%, 6.75%, and 7.00%. Marshall Immersion mixed Stone Matrix Asphalt Rough test results with optimum asphalt rate of 7.00% obtained Time Strength Index of 97.53% which meets Bina Marga General Specification 2018 which is at least 90%.

Page 5 of 71 | Total Record : 702

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Louise Elizabeth

Contact Email
pcej.civil.@ukipaulus.ac.id

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+6282189112243

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pcej.civil@ukipaulus.ac.id

Editorial Address
Program Studi Teknik Sipil Fakultas Teknik UNIVERSITAS KRISTEN INDONESIA PAULUS GEDUNG H KAMPUS UKI-Paulus Makassar Jl. Perintis Kemerdekaan K.M. 13, Daya Kota Makassar, Provinsi Sulawesi Selatan 90245

Location
Kota makassar,

Sulawesi selatan

INDONESIA

Abstract

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Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Louise Elizabeth

Contact Email pcej.civil.@ukipaulus.ac.id

Phone +6282189112243

Journal Mail Official pcej.civil@ukipaulus.ac.id

Editorial Address Program Studi Teknik Sipil Fakultas Teknik UNIVERSITAS KRISTEN INDONESIA PAULUS GEDUNG H KAMPUS UKI-Paulus Makassar Jl. Perintis Kemerdekaan K.M. 13, Daya Kota Makassar, Provinsi Sulawesi Selatan 90245

Location Kota makassar, Sulawesi selatan INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Louise Elizabeth

Contact Email
pcej.civil.@ukipaulus.ac.id

Phone
+6282189112243

Journal Mail Official
pcej.civil@ukipaulus.ac.id

Editorial Address
Program Studi Teknik Sipil Fakultas Teknik UNIVERSITAS KRISTEN INDONESIA PAULUS GEDUNG H KAMPUS UKI-Paulus Makassar Jl. Perintis Kemerdekaan K.M. 13, Daya Kota Makassar, Provinsi Sulawesi Selatan 90245

Location
Kota makassar,

Sulawesi selatan

INDONESIA