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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 706 Documents

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Kajian Perencanaan Tebal Perkerasan Jalan Nasional Poros Bua – Rantepao Ayukardona; Rais Rachman; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This research was conducted to redesign the flexible pavement thickness of the Bua – Rantepao road using the Road Pavement Design Manual method 2013 set by the Ministry of Public Works, Directorate General of Bina Marga in 2013. The acceleration of the improvement of Jalan Bua - Rantepao is carried out because there are many heavy vehicles that pass, causing the building to be more easily damaged and the presence of tourist objects that trigger the level of traffic congestion. The data collection was in the form of primary data on traffic conditions on Jalan Bua - Rantepao and ADT and secondary data in the form of CBR data. Based on the results of the research on pavement thickness planning using the Road Pavement Design Manual method 2013, the results obtained are design 3 pavement thicknesses with a surface layer of 40 mm thick AC-WC, 155 mm thick AC-BC, the top foundation layer using 150 mm thick CTB and the lower foundation layer using LPA class A with a thickness of 150 mm. If the CTB is difficult to implement or there are insufficient resources to do it, the solution is to use the 3A design, namely the AC-WC surface layer with a thickness of 40 mm, an AC-BC layer with a thickness of 60 mm and an AC-Base layer with a thickness of 80 mm. The thickness of the LPA class A sub-base layer is 300 mm thick. The effective method that can be used is the 2013 Bina Marga method, design 3A, 40 mm thick AC-WC surface layer, 60 mm thick AC-BC layer and 80 mm thick AC-Base. The thickness of the LPA class A sub-base layer is 300 mm thick.

Study Pemanfaatan Abu Bonggol Jagung Sebagai Bahan Substitusi Semen Untuk Beton Normal Maria Prisila Hederanti Itu; Herman Parung; Junus Mara
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Advances in construction fields resulting in increase in material prices such as cement so that study is carried out to improve concrete quality using materials that are easy to obtain as well as environmentally friendly. One of them is corn cob ash that is known to contain successive that can tie the aggregate of the concrete mixture. This study aimed to know the composition of concrete mixture with the use of corn cob ash and the effect on concrete characteristics in the variety 0%, 5%, 10%, and 15%. This study uses method mix design is American Concrete Institue (ACI) with planned concrete quality f’c 30 MPa and uses a cylinder dimensional 15 × 30 cm and beam dimension 60 × 15 × 15 cm. The result showed that corn cob ash can’t increase concrete characteristics in the variety above 4%.

Karakteristik Campuran AC-BC Menggunakan Batu Sungai Salo Pattejang Kecamatan Bungoro Kabupaten Pangkep Dicky Josua Milenio Ambarura; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Transportation infrastructure in the form of roads is one of the elements that is quite important in the development of an area that is experiencing very rapid development. Therefore, in the construction of road pavements, the best possible aggregate is obtained from the surrounding location which should be utilized as much as possible for the construction of road pavements. This study aims to determine the characteristics of the AC-BC mixture using the Sallo Patttejang river rock, Bungoro District, Pangkep Regency, to determine the composition of the AC-BC mixture and to determine the Marshall characteristics, the remaining Marshall stability in the AC-BC mixture. This research was conducted using the Marshall Method. Based on the results of the study, it can be seen that the KAO value is at 6% asphalt content, and the Stability value at KAO is 1544.13 Kg, VIM is 4.16%, flow is 2.50 mm, VMA is 17.21%, and VFB by 75.82%. These results indicate that all the characteristic parameters of the AC-BC mixture, namely stability, flow, VIM, VMA, and VFB all meet the General Specifications of Highways 2018.

Pemanfaatan Agregat Sungai To Puang Kabupaten Tana Toraja Sebagai Bahan Campuran Beton Misel Boro Allo; Herman Parung; Junus Mara
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Entering the New Normal 2021 era due to the Covid-19 pandemic, all industries began to develop again, especially infrastructure development projects. Everyone is competing to take the initiative to create quality and efficient concrete by using the materials around it. This research focuses on the utilization of the aggregate of the To Puang River, Tana Toraja Regency as a concrete mix stacking material, to determine the value of compressive strength, split tensile strength value, flexural strength value, and elastic modulus value. The mix design of this study used the SNI 7656:2012 method. In this study, the planned quality target was f'c = 28 MPa with a water-cement factor (fas) of 0.44. The results of this study indicate that the average compressive strength is 30.290 MPa, the average split tensile strength is 2.902 MPa, the average flexural strength is 3.376 MPa, and the modulus of elasticity is 20820.747 MPa.

Pemanfaatan Abu Limbah Bonggol Jagung Sebagai Bahan Substitusi Filler Untuk Campuran AC-WC Arjuna Sanda Sau’langi; Alpius; Herman Welem Tanje
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Asphalt mixtures can be modified by adding different types of mixtures, ranging from chemical additives, natural materials, and waste waste. This study was intended to find out the characteristics of ac-wc mixtures that use corn weevil ash into filler substitution material. The method used is to perform a series of characteristic tests of corn weevil ash fillers and then the manufacture of AC-WC mixed test objects and marshall testing. From testing the characteristics of the AC-WC mixture obtained Stability 0%-100%: 1110.17kg - 1436.40kg for Flow 0%-100% : 2.41mm - 3.47mm for VIM 0%-100% : 3.21% - 4.16% for VMAs 0%-100%: 14.56% - 15.72% and for VFB 0%-100% : 73.55% - 77.96%. From the test results it can be concluded that the mixture of AC-WC with the substitution of corn weevil ash fillers that meet the general specification of bina marga 2018 is from a rate of 0%-60%.

Kadar Aspal Optimum Laston Lapis Aus Menggunakan Abu Jerami Sebagai Pengganti Filler Nikodemus Tandung; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Asphalt as a binder in the LASTON mixture in flexible pavement system has very important influence on design life of the pavement. Therefore, the use of asphalt content is very important as well as the use of straw waste as filler substitute.The method this study is in accordance with the specifications the Bina Marga 2018. The results showed that all the characteristics of the mixture, stability, flow, VIM, and VFB meet the Bina marga 2018 specifications and VMA at asphalt levels of 5.0% -5.5% don’t meet specifications and VMA at asphalt levels 6.0% -7.0% meets specifications. Where the asphalt content used is 5.0%, 5.5%, 6.0%, 6.5%, and 7.0%. The optimum asphalt content obtained is asphalt content 7.0%.

Analisis Bangkitan Perjalanan Penduduk Pada Kompleks Perumahan Taman Sudiang Indah Dane Cheber Yusmar Tandioga; Rais Rachman; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Taman Sudiang Indah Residence, Biringkanaya Subdistrict, PAI Village is located on the outskirts of Makassar City with a population of ± 2,619 people which will cause travel. Residential generation - trip generation for residents who can be lazy on the road network to the place of activity. This research was conducted to determine household characteristics and household travel characteristics and to model trip generation in Taman Sudiang Indah residence estate.This survey was conducted by filling out a questionnaire in google form. Analyzing the data with descriptive statistical methods of correlation test and multiple linear regression. The results showed that the factors influence trip generation in the Taman Sudiang Indah residence complex were the average family income (X4), the number of working family members (X5), and the number of family members attending school/college (X6) to the number of generation (Y). The trip generation equation model for Taman Sudiang Indah residence is Y = 1.2730 + 0.095 X4 + 0.371 X5 + 0.273 X6, the value of the coefficient of determination (R2) is 25.3% and the value of the correlation coefficient (R) is 50.3%.

Pemanfaatan Abu Sekam Padi Sebagai Substitusi Semen Pada Bata Ringan Noprian; Herman Parung; Desi Sandy
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Utilization of rice husk ash as a cement substitute for lightweight bricks is intended to reduce the use of cement as well as an alternative way of managing waste and is expected to have a positive impact on the environment. This study aims to determine the magnitude of the effect of rice husk ash substitution with variations of 0%, 12%, 15%, 17% and 20% and 40% foam agent on the compressive strength, specific gravity and absorption of lightweight bricks. The lightweight brick test includes testing for compressive strength, specific gravity and absorption with 45 specimens measuring 23 x 11 x 5.5 cm and carried out at the Laboratory of Materials and Concrete Structures Technology majoring in Civil Engineering, Indonesian Christian University Paulus Makassar. The results of the specific gravity test of rice husk ash variations 0%, 12%, 15%, 17% and 20% respectively 1451.67 kg/m3, 1358.2465 kg/m3, 1300.7546 kg/m3, 1281.5906 kg /m3 and 1207.3302 kg/m3 and the results of the compressive strength test at 28 consecutive days were 1.9104 MPa, 1.6469 MPa, 1.2516 MPa, 1.2516 MPa and 0.7906 Mpa, as well as the results of the water absorption test respectively 18,8625%, 20,6042%, 25,8885%, 30,0007%, 31, 9233%. The effect of rice husk ash as a substitute for cement can increase water absorption and reduce the compressive strength and specific gravity of lightweight bricks.

Pengaruh Penambahan Pasir Sungai Terhadap Permeabilitas Tanah Lempung Gabriel Rasinan; Benyamin Tanan; Irwan Lie Keng Wong
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

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This study aims to seek the effect of sand on clay soil permeability. Because the problem that often happened in road construction is the characteristics of clay that are unstable to be used as the basis for road construction. It can be damaged such as cracks, holes, and puddles. Therefore, there must be some solution to take to fix the seepage value. The research method used constant head to calculate the water flow through the soil sample in units of time that have been formulated in Darcy’s law. The experiment was tested in the Soil Mechanics Laboratory UKI Paulus Makassar with the soil samples from North Toraja and the sand from the Jenebarang River. The experiment result found that after adding 15% of sand from points 1, 2, and 3 have increased up the permeability value. After all, this study shows that the higher addition of sand, the higher the permeability.

Perilaku Lentur Balok Beton dengan Lapisan Geotextile pada Daerah Tarik dan Tekan Progustin Mangngi; Jonie Tanijaya; Suryanti Rapang Tonapa
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Penelitian ini bertujuan untuk mengetahui perbandingan kualitas antara beton yang menggunakan geotextile dengan beton yang tidak menggunakan geotextile. Geotextile merupakan material yang mempunyai nilai kuat tarik yang besar dan dapat digunakan untuk perkuatan tanah.. Benda uji dibuat dengan metode ACI yang berbentuk silinder (150 x 300 mm) sebanyak 9 benda uji serta balok (600x150x150 mm) sebanyak 9 benda uji yang akan ditambahkan geotextile woven dan non woven. Hasil penelitian kuat tekan sebesar 20,655 MPa, 30,652 MPa, dan 32,538 MPa. Untuk nilai kuat lentur tanpa geotextile sebesar 3,526 MPa, balok beton dengan geotextile woven sebesar 4,635 MPa, dan balok beton yang menggunakan geotextile non woven sebesar 4,282 MPa. Jadi dapat diketahui bahwa balok beton yang menggunakan geotextile woven memiliki nilai kuat lentur lebih besar dari pada balok beton tanpa geotextile dan balok beton yang menggunakan geotextile non woven

Page 13 of 71 | Total Record : 706

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Louise Elizabeth

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+6282189112243

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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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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