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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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Analisis Dampak Hambatan Samping Terhadap Tingkat Pelayanan Jalan Kota Makassar Rimarya Kristanti; Rais Rachman; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The side obstacle factor is one of the causes of traffic congestion which can affect the level of service of a road. Where congestion is a traffic flow problem caused by an increase in the volume of vehicles on a road section and by side obstacles. The aim is to determine the traffic flow and the impact of side obstacles on the degree of saturation on the Perintis Kemerdekaan road km.8 using the Indonesian Road Capacity Manual (MKJI) in 1997. Based on the calculation and analysis of data obtained the largest traffic flow on Monday, namely 1686.41 SMP / hour, the biggest side obstacle on Saturday is 502.4 and the highest degree of saturation is obtained on Monday afternoon at 0.78 which is where the flow is close to unstable at certain peak hours where the greater the side obstacles the greater the degree of saturation.

Pemanfaatan Batu Gunung Posi’padang Balla Kabupaten Mamasa Sebagai Campuran AC-BC Newman Archimedes Salmon; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research is intended to Utilize Posi Mountain Stone as a Mixed Material of AC-BC. The methodology in this research is to conduct a series of testing the characteristics of coarse, fine aggregate, and filler then design the composition of the Laston AC-BC mixture and Marshall test to obtain the mixture characteristics and Marshall immersion test to obtain an immersion index (IP) / residual strength index (IKS) / optimum durability of asphalt mixtures.The results of research conducted at the Road and Asphalt Laboratory of the Faculty of Engineering, Department of Civil Engineering, Christian University of Indonesia, Makassar Makassar, showed that the characteristics of pavement materials in the form of Serang Tengnge mountain rocks, Kapalapitu District, meet specifications as road pavement coating materials. Through the Marshall Test obtained the characteristics of the mixture Laston AC-WC with asphalt content of 5.0%, 6, 0%, 6, 50%, 7.00%, 7.50%. The Marshall immersion test results of the laston AC-WC mixture with an optimum asphalt content of 7.0% obtained an Immersion Index (IP) / Residual Strength Index (IKS) / Durability of 95.74%, which fulfill 90% compliance and meet 2018 Highways Quality Specifications.

Studi Karakteristik Campuran AC-BC Berdasarkan Limbah Kantong Plastik Sebagai Bahan Tambah Sri Yuniarti; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 2 No 2 (2020): Volume 2 No.2, June 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research is intended to study the characteristics of a mixture of AC-BC using plastic bag waste as added material. Mixing is done by adding pieces of plastic to the asphalt mixture using a dry method. The method in this research is to conduct a series of testing the characteristics of coarse, fine, and filler aggregates then design the AC-BC mixture composition and Marshall testing to obtain mixture characteristics and Marshall Immersion testing to obtain the residual strength index (IKS). Through the Marshall test, the level of plastic bag waste used is 0%, 0.5%, 1%, 1.5%, and 2%. The results of research conducted at the Road and Asphalt Laboratory of the Faculty of Civil Engineering, Indonesian Christian University, Paulus Makassar, showed that the use of additives in intermediate asphalt concrete mixtures can increase stability values. The stability value due to the addition of plastic to the asphalt mixture increases compared to asphalt mixture without plastic. The level of good addition of plastic to asphalt mix is 2% because in addition to the high stability value, Marshall parameters such as VIM, Flow, VMA, and VFB have also fulfilled the 2018 Directorate General of Highways Specifications.

Analisis Persepsi Pengguna Jalan Terhadap Fasilitas Penyeberangan di Ruas Jalan AP.Pettarani Oktavianty Batto; Rais Rachman; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 2 No 3 (2020): Volume 2, No.3, September 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Pedestrian Bridge is a pedestrian facility that is very useful for smooth traffic. Meanwhile, from the observations, the Pedestrian Bridge on Jalan A.P. Pettarani has not been used optimally, for example, pedestrians still use the road as a medium for crossing. This study aims to determine the characteristics of pedestrians and the perceptions of pedestrians towards the Pedestrian Bridge facility on Jalan A.P. Pettarani. The method used is the interview method using a questionnaire or questionnaire and analyzed by descriptive analysis method. Based on the results of the study, it was found that the characteristics of pedestrians were more dominated by men with an age range of 17-26 years by students, and the perceptions of pedestrians varied greatly, both those who used and did not use the A.P Pettarani Pedestrian Bridge. Of all the variables studied, the variable that influenced the most was the variable X3, namely the distance traveled in which in some cases pedestrians were reluctant to use the Pedestrian Bridge because the distance from the point of traveling to the destination was further away. So that sometimes many pedestrians prefer to cross the road.

Pengaruh Penggunaan Slag Nikel Terhadap Indeks Kekuatan Sisa Campuran HRS-WC Ferlin Manguma; Alpius; Charles Kamba
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 was intended to determine the effect of using nickel slag on the residual strength index of the Lataston HRS-WC mixture. The methodology in this research is to carry out a series of coarse and fine aggregate tests then design the composition of the Lataston HRS-WC and HRS-BASE mixture as well as Marshall immersion testing to obtain the Residual Strength Index (IKS) / Immersion Index (IP) / Durability. The results of this study, which was conducted in the Road and Asphalt laboratory of the Faculty of Engineering, Department of Civil, Paulus Makassar, Indonesian Christian University, through the Marshall immersion test, the Lataston HRS-WC mixture was obtained with variations in nickel slag levels of 0%, 25%, 50%, 75%, and 100%. The immersion time duration of 0.5 hours and 24 hours. Marshall test results for Lataston HRS-WC mixture obtained Residual Strength Index (IKS) / Immersion Index (IP) / Durability obtained values of 92.84% for 0% nickel slag content, 93.42% for 25% nickel slag content, 94.19 for 50% nickel slag content, 93.03 for 75% nickel slag content and 97.06% for 100% nickel sag content so that there was an increase in the resistance of the mixture to the residual strength index value in line with the increase in the substituted nickel slag content.

Analisis Volume Sedimen Berdasarkan Hasil Pengukuran Dengan Echosounder Dalam Waduk Bili-bili Kabupaten Gowa Elisa Trinofri Sanjaya; Melly Lukman; Benyamin Tanan
Paulus Civil Engineering Journal Vol 2 No 3 (2020): Volume 2, No.3, September 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The Bili-Bili Reservoir, Gowa Regency, South Sulawesi Province is a multipurpose reservoir built-in 1994. The Bili-Bili Reservoir was built with the aim of the management and utilization of water resources, as well as to prevent flooding in the rainy season. During its development, there has been a decline in the use of the reservoir service function due to the presence of sediment in the reservoir. From the results of measurements in 2017, at an elevation of +99.5 m (normal water level), the reservoir capacity decreased from 347.81 million m3 to 239.76 million m3 over 20 years due to a large amount of sediment in the Bili-Bili Reservoir. The total volume of sediment from 1997 - 2017 was 108,050 million m3. If this continues, the remaining useful life of the Bili-Bili Reservoir will not be effective. The purpose of this study is to determine the volume of sediment in the Bili-Bili Reservoir, Gowa Regency, South Sulawesi Province in 2019. This research is a field measurement using an Echosounder and secondary data collection in the form of a contour map of the Bili-Bili Reservoir. 1997. From the results of Echosounder measurements, a basic contour map of the Bili-Bili Reservoir in 2019 was made with the 1997 reservoir map, and cross-sections were made as to the basis for calculating the volume of sediment. Based on the results of research and calculations, the total volume of sediment in the Bili-Bili reservoir from 1997 to 2019 was 110,371 million m3 and in 2017 the total volume of sediment was only 108,050 million m³. The total sediment rate in 2017 to 2019 is 2,321 million m³.

Analisis Kapasitas Landasan Pacu Sultan Hasanuddin International Airport Rency Bunga Palayukan; Rais Rachman; Ari Kusuma
Paulus Civil Engineering Journal Vol 2 No 3 (2020): Volume 2, No.3, September 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v2i3.141

Sultan Hasanuddin Makassar International Airport, better known as SHIAM, has the status of a major transit airport, especially for flights to the Eastern Indonesia region. This causes the demand for demand to increase, especially when entering peak hours or during holidays, if the number of aircraft that will act at an airport exceeds capacity it will cause an overload on the Air Traffic Management (ATM) system which makes the quality of service better. given Down, for example there is a delay in the implementation of operations. The research objective is to determine the runway requirements for Boeing 737-900.ER aircraft, runways for Boeing 737-800 aircraft, and runways for Airbus A320 aircraft The results of the research on the design of the Boeing 737-900.ER aircraft meet the need for a long runway, the plan for the Boeing 737-800 aircraft meets a long runway, and the existing runway meets the use of Airbus A320 aircraft.

Pemanfaatan Bottom Ash Sebagai Bahan Substitusi Agregat Halus Terhadap Kekuatan Beton Agnes Claudia Posedung; Frans Phengkarsa; Desi Sandy
Paulus Civil Engineering Journal Vol 2 No 3 (2020): Volume 2, No.3, September 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Bottom ash is the result of coal combustion which can be useful for the use of concrete mix constituents. In this study, bottom ash is used as a substitute for fine aggregate in the manufacture of concrete. Bottom ash has a larger and heavier grain size with a characteristic dark gray color. The purpose of this study was to determine the strength of concrete using bottom ash as a substitute for fine aggregate. The percentage of the use of bottom ash as a substitute for fine aggregate is 0%, 25%, and 35%. The research was conducted at the Laboratory of Material Technology, Paulus University of Indonesia Christianity. The test objects used were 36 cylinders with a diameter of 15 cm and a height of 30 cm. Tests conducted in the form of compressive strength test, split tensile strength test, and modulus of elasticity test with a concrete quality plan of 30 MPa. From the research results, for the compressive strength test results obtained the optimum bottom ash variation at the use of 35% bottom ash with a compressive strength of 33,764 MPa at the age of 28 days, the split tensile strength test obtained the optimum variety of bottom ash at the use of bottom ash 35% with split tensile strength. of 3,253 MPa at the age of 28 days while the highest modulus of elasticity was obtained at the addition of 35% bottom ash which was 27332.0255 Mpa. And the percentage of split tensile strength relationship for bottom ash variation is 0%, 25%, and 35% of 8.007%, 8.983%, and 9.635% of the compressive strength, respectively. This value meets or is by following per under with what is determined, namely the average ranges from 7% to 11% of the compressive strength with an average of around 9%. From the variation of bottom ash, namely 0%, 25%, and 35% in cylindrical specimens, which reaches f'c 30 Mpa is bottom ash with a variation of 35% and can be used as a substitute for fine aggregate.

Pengaruh Penambahan Abu Batubara Terhadap Hasil Uji Kompaksi (Studi Kasus Tanah Lempung Toraja Utara) Gerwin Kevin Bumbungan; 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

Soil is the basis of a building structure. Each area has varied soil characteristics and properties. Often there are some poor and less favorable soil properties for building construction. Examples of soil properties that need to be considered are high plasticity, low shear strength, compressibility, or changes in volume and swelling big shrinkage. It is very important to know the soil problem and make efforts to fix it. This test aims to determine the addition of fly ash to the soil, as well as to determine the value of soil moisture content in soil compaction testing (proctor compaction) after mixing fly ash. From the results of soil compaction testing, the soil stabilized with fly ash at variations of 0%, 10%, 15%, 20%, and 25% indicates an increase in the value of dry density. In the soil compaction test by mixing fly ash, the dry density value of the variation of 0% was 1.307 and increased to 25% of 1.379

Pemanfaatan Agregat Sungai Lamasi Kabupaten Luwu Sebagai Campuran Lapisan Aspal Beton AC-WC Inggrid Max Batara; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 2 No 3 (2020): Volume 2, No.3, September 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research is intended to test the characteristics of the Laston AC-WC mixture using river stones from Luwu Regency. The method in this research is to carry out a series of tests for the characteristics of coarse, fine, and filler aggregates then design the composition of the Laston AC-WC mixture and Marshall test to obtain mixed characteristics and Marshall immertion testing to obtain immersion index (IP) / residual strength index (IKS) / optimum asphalt mixture durability. The results showed that the characteristics of the pavement material in the form of river stones from Luwu Regency, met the specifications as a road pavement coating material. Through the Marshall test, the characteristics of the Laston AC-WC mixture were obtained with asphalt content of 5.50%, 6.00%, 6.50%, 7.00%, 7.50%. The results of the Marshall Immertion test of the laston AC-WC mixture with asphalt content The optimum 7.50% obtained an Immersion Index (IP) / Remaining Strength Index (IKS) of 95.37%, fulfilling the requirements of the General Specifications 2018 Division 6.

Page 4 of 71 | Total Record : 702

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Louise Elizabeth

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+6282189112243

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pcej.civil@ukipaulus.ac.id

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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

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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