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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
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Paulus Civil Engineering Journal
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 721 Documents
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Penggunaan Limbah Gypsum dan Limbah Karbit Sebagai Substitusi Semen Terhadap Campuran Beton Triyana Vivin Wagio; Jonie Tanijaya; Desi Sandy
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.610

Abstract

Carbide waste is the residue of carbide combustion where carbide waste has a similar content with cement. Gypsum waste is a remnant of the gypsum profiling industry. The purpose of the study is to determine the value and how the relationship affects the compressive, strength, tensile strength of splitting, and modulus of elasticity by using 5% gypsum waste and 8% and 12% carbide waste variations as substitution materials in cement . The research conducted is experimental on concrete mixtures. The planned concrete quality is 30 MPa with a test life of 3, 7.21, and 28 days with a 5% variation in gypsum waste and a variation in carbide waste of 0%, 8%, and 12%. Based on the results of compressive strength testing at 28 days for variations of 0%, 8%, and 12% obtained values of 31,038 MPa, 31,507 MPa, and 32,277 MPa. The results of the tensile strength test at variations of 0%, 8%, and 12% obtained values of 2,854 MPa, 2,902 MPa, and 2,996 MPa. In the modulus elaticity test at variations of 0%, 8%, and 12% obtained results of 27903,497 MPa, 30328,111 MPa, and 31570,793 MPa. In tests of compressive strength, split tensile strength, and modulus of elasticity obtained maximum values at a variation of 12%. With the relationship of compressive strength and tensile strength, results are obtained that are directly proportional to the increase in the percentage of carbide welding waste as well as the relationship of compressive strength and modulus of elasticity, results are obtained that are directly proportional to the increase in the percentage of carbide welding waste. The results show that the use of gypsum waste and carbide welding waste can increase the strength of concrete.
Penggunaan Abu Marmer Dan Fly Ash Sebagai Pengganti Sebagian Semen Pada Beton Normal George Andre Papendang; Jonie Tanijaya; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.611

Abstract

Every year the amount of waste continues to increase, one of which is marble ash waste, the amount of waste will continue to increase both in the construction, extractive, facilitative and other industries. The purpose of this study was to determine the compressive strength, split tensile strength and modulus of elasticity with research conducted at the Laboratory of Structures and Materials at the Christian University of Indonesia Paulus Makassar. The test object used is a cylinder with a diameter of 150mm and a height of 300mm. The results of the compressive strength test with the addition of 0% marble ash with 10% fly ash increased by 4.930% from the addition of 8% marble ash with 10% fly ash which experienced an increase of 1.533%. However, in the addition of 12% marble ash with 10% fly ash, there was a decrease of 9.035% from the design compressive strength value of 25 MPa. The split tensile strength test results (ft) obtained split tensile strength values ​​of 2,713 MPa, 2,642 MPa and 2,477 MPa. For the results of the Elasticity Modulus (E) test, the value obtained by adding 0% marble ash with 10% fly ash, 8% marble ash with 10% fly ash and 12% marble ash with 10% fly ash, is 7979.762 MPa, 7597, 352 MPa and 7451.366 MPa. from the results of the study it can be concluded that the addition of fly ash with a variation of 10% is still able to increase the compressive strength, split tensile strength and elastic modulus. However, the addition of more than 8% marble ash can reduce the value of compressive strength, split tensile strength and modulus of elasticity.
Pengaruh Variasi Panjang Serat Tebu Sebagai Bahan Tambah Terhadap Indeks Perendaman Campuran AC-BC Armin Pareang; Alpius; Benyamin Tanan
Paulus Civil Engineering Journal Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i1.612

Abstract

The purpose of this study was to determine the effect of varying the length of sugarcane fiber on the soaking index of the AC-BC mixture when used as an additive. Sugar cane fiber is an organic waste produced by sugar plantations. In the research, sugarcane fiber was used as an additive to the asphalt mixture as an asphalt binder. Through the Marshall immersion test, the AC-BC mixture was obtained with variations in the length of the sugarcane fiber 3 cm, 4 cm, 5 cm, 6 cm and 7 cm for the soaking duration of 0 .5 hours and 24 hours. This method uses several tests on the characteristics of the aggregate and filler materials, after which a design is carried out for the AC-BC mixture and the Marshall immersion test is carried out in order to obtain the immersion index (IP), residual strength index (IKS) and durability values. From the test results using the Marshall immersion test method within 0.5 hours and 24 hours, the AC-BC mixture was obtained with variations in the length of the sugar cane fiber of 3 cm, 4 cm, 5 cm, 6 cm and 7 cm. The Marshall test results for the AC-BC mixture obtained the Immersion Index (IP), Residual Strength Index (IKS), and Durability. From these tests, the average IP value for the 3 cm fiber length variation was 93.20%, for the 4 cane fiber length variation. cm, which is 93.35% for the 5 cm long variation of cane fiber, which is 95.15% for the 6 cm long variation of cane fiber, which is 95.81% and for the 7 cm long variation of cane fiber, which is 98.92%.
Analisis Bangkitan Perjalanan Penduduk pada Perumahan Yayasan Pegawai Kantor Gubernur Makassar Sulawesi Selatan Hilioni Felisitas Dengen; Rais Rachman; Lasty Dinulfy
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Housing Foundation for the Office of the Governor of Makassar Employees of South Sulawesi Biringkanaya Subdistrict, Paccerakkang Village. The population of the housing complex Yayasan Pegawai Kantor Gubernur Makassar South Sulawesi is 3,800 people The travel departure of a group of residents of the South Sulawesi Governor's Office Employee Foundation housing estate will cause traffic congestion. The purpose of this study was to identify household and travel characteristics of the Yayasan Pegawai Kantor Gubernur Makassar South Sulawesi housing estate and model the travel demand. The survey was participated by respondents who filled out questionnaires on an online-based formula. Data analysis used statistical methods such as descriptive correlation and multiple linear regression tests. The research results show that the factors that influence travel demand in the Makassar Governor's Office Employee Foundation of South Sulawesi are the number of household members (X1) and travel time (X8) to the quantity of generation (Y). The equation of travel demand in the housing of Yayasan Pegawai Kantor Gubernur Makassar South Sulawesi is Y = 1.096-0.116X1+0.130X8, the coefficient of determination (R2) is 18.1%.
Pengaruh Hambatan Samping Terhadap Kinerja Lalu Lintas Pada Jalan Inspeksi Pam (Studi Kasus: Pasar Tello) Gerald Mangiri; Benyamin Tanan; Monika Datu Mirring Palinggi
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.628

Abstract

One of the factors that can reduce the level of traffic performance is an increase in vehicle volume and side barriers on the road. Along the pam Inspection road there are traditional shopping centers so that the area is full of community activities, this causes traffic problems that cause congestion. This study aims to decide the traffic flow and the crash of side barriers on the level of drench on the pump inspection road. Data assembly was carried out for three days. The data collected included prime data and secondary data, where prime data was obtained from direct surveys in the field by collecting traffic volume data, side obstacle data, vehicle speed data and road geometric data. While secondary data, namely population data, then data processing was carried out using the 2014 Indonesian Road Capacity Guidelines (PKJI). Monday with a total of 1292.9 events/hour, the degree of saturation obtained is 0.91, and the actual speed obtained in each segment is 5.85 km/hour in segment 1 and 4,356 in segment 2 where the traffic flow is experiencing congestion. and vehicle movement speed is controlled during peak hours.
Pengaruh Hambatan Samping Terhadap Kapasitas Dan Kinerja Jalan Pada Kota Makassar (Studi Kasus : Jalan Andalas) Constantinus Ricky P Rukka; Mary Selintung; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.629

Abstract

However, along with the pace of population growth and progress in the world of transportation, various problems have appeared. Currently, the problem of traffic congestion has been troubling for road users and has become a widespread problem. This also happened on Jalan Andalas which is the main access road. This study aims to determine the performance of road sections and the impact of side obstacles on the capacity of Andalas Road sections. Data collection is divided into primary data obtained from surveys at the location, namely data on traffic volume, side friction, vehicle speed and road geometry as well as secondary data, namely population data, in data processing using the Indonesian Road Capacity Manual 1997 (MKJI 1997) Urban roads. Based on calculations and analysis of data for 7 days of observation, the largest traffic flow was obtained on Tuesday, namely 1,941.8 pce/hour, the highest side resistance on Tuesday with a total of two directions during the average peak hour flow, namely 342.9 events/hour and the highest degree of saturation is 0.394. The effect of side friction on road capacity is that the greater the side resistance, the lower the capacity and performance of the road segment, conversely if the side resistance is low, the load capacity is large.
Pengaruh Penggunaan Agregat Batu Karang Sebagai Pengganti Agregat Halus Terhadap Beton Elsyanto Pararuk; Frans Phengkarsa; Suryanti Rapang Tonapa
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.630

Abstract

Development is important to make human life improve and as a reallife support. Quality sturdy buildings are produced from products that are resistant to shocks to make the durability of the building also guaranteed. Concrete is made of materials mixed together, including sand, cement, gravel and aggregate which has a rough texture and smooth texture. In this study, coral was used as an added material in the concrete mixture. The purpose of this study was to determine the effect of using coral aggregate to replace some fine aggregate as a concrete mixture by testing compressive strength, tensile split, and modulus of elasticity with a concrete quality plan of 25 MPa. Based on the results of tests that have been carried out in cylindrical test specimens on several variations of 0%, 35%, 40% and 45% corroboration values of 26.233 MPa, 27.271 MPa, 27.648 MPa and 28.497 MPa, tensile strength values of 2.383 MPa, 2.524 MPa, 2.548 MPa and 2.689 MPa for elasticity modulus obtained values of 23056.250 MPa, 23249.712 MPa, 23518.210 MPa and 23780.946 MPa. From the results of research the use of coral in concrete mixture can affect the strength of concrete, the strength of concrete increases with the variation of rocks added and the strength of concrete will increase with the variation of rocks added.
Pengaruh Penambahan Semen dan Abu Sekam Padi Terhadap Kepadatan Tanah dan Daya Dukung Tanah Lempung Yelrian Gelong; Irwan Lie Keng Wong; Ika Apriyani
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.631

Abstract

The basic principle of earthworks for roads is to be able to provide the space needed for traffic movement safely and smoothly, the subgrade as the foundation for the foundation of the road body must be able to support the traffic load that is channeled through the pavement without significant deformation. The purpose of this study was to determine the physical properties of the soil from the Muunloe sub-district, to determine the effect of the addition of cement and rice husk ash on the density of clay soil and to review the effect of the addition of cement and rice husk ash on the carrying capacity of clay soil by testing the DCP. Based on the AASHTO classification, soils originating from Moncongloe District, Maros Regency are clay soils with moderate plasticity and included in the classification group A-7-5 (17). The carrying capacity of the clay soils used in this study reached 11.17%, while for soils varied with 5% cement by 16.46%, for variations of 5% cement and 5% rice husk ash obtained CBR values of 14.79%, for variations of 5% cement and 10% rice husk ash by 11.17% and 12.91% for soil varied by 5% cement and 15% rice husk ash, the highest CBR value increase was in the 5% cement variation, which was 5.24% of the original soil.
Analisis Kerusakan Jalan dan Penanganan Pada Ruas Jalan Sullukan – Tandung Kabupaten Toraja Utara Valentino Tandiongan; Benyamin Tanan; Monalisa Bumbungan
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.632

Abstract

This research was conducted on the Sullukan – Tandung road North Toraja Utara Regency with a total length of 1 km with a road witdh of 3 m, the road section is divide into 10 segments. The aim of the research is to identify and analyze the level of damage and how to handle it. This research method is to carry out measurements for each type of damage, and calculate the volume of vehicle traffic. How to analyze the level of damage using the PCI method and handling damage refers to the method of highways. The results of this study using the PCI method amounted to 58.4% in the good category (Good). Handling types of damage to the Sullukan – Tandung road section North Toraja Regency such as : Laburan asphalt (BURAS), Thin layer of sand asphalt (LATASIR), One layer asphalt layer (BURTU), Two layer stone laburan (BURDA), and repair of thick layers of road pavement on severely damaged segments.
Pengaruh Pembakaran Beton Yang Direndam dalam Larutan Asam, Basa, Dan Garam Terhadap Kekuatan Beton Stephen Gray; Herman Parung; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.633

Abstract

This study explains the use of solution variations in the concrete soaking process, knowing the increase in concrete soaked in variations of concrete soaking solutions. As well as knowing the decrease in the strength of concrete due to combustion at high temperatures. This study aims to determine the improvement of concrete quality in the form of mechanical properties, namely compressive strength, split tensile strength, and bending strength. The collection of aggregate material was carried out in Pucak River, Maros Regency, South Sulawesi. The variations of the immersion solution used are Seawater, Hydrochloric acid (HCL), Sodium Hydroxide (NaOh). While the variation in the duration of burning concrete is 0 hours and 3 hours. This study showed that the results of concrete compressive strength in soaking variations experienced the highest percentage increase in normal water immersion, namely 17.728% while the lowest occurred in hydrochloric acid soaking of 0.652%. Then after 3 hours of combustion with a temperature of 3650 C the highest percentage decrease occurred in the immersion of hydrochloric acid by 27.678%. Test results decreased tensile strength the highest split in hydrochloric acid immersion by 38.824%, 3, the lowest in normal water immersion by 30.275%. The results of the Bending Strength Test experienced the highest decrease in hydrochloric acid immersion by 26.316%, the lowest in normal water immersion by 21.154%. The use of solution variations in concrete soaking still meets the compressive strength of the plan whereas in burning concrete for 3 hours resulting in a decrease in the strength of the concrete which indicates the concrete is not viable in function.

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