Garuda - Garba Rujukan Digital

Article Per Year (5 Year)

All

Paulus Civil Engineering Journal

pcej
Website

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

8 9 10 11 12

Faktor–Faktor Penyebab Keterlambatan Pada Pekerjaan Pile cap (Studi Kasus: Proyek Upgrade Trans Studio Mall Makassar) Sulistiawati Marioga; Josefine Ernestine Latupeirissa; Meti
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Pile cap as an important part used in construction engineering. Construction projects have a completion schedule, and pile caps as part of a construction project must not be delayed. The purpose of this study is to determine the factors that cause delays in Pile cap work. The analysis method to calculate the results of questionnaire distribution is simple correlation analysis. The results of this study indicate that there are seven factors causing delays Pile cap work on the Trans Studio Mall Makassar upgrade project, namely: (1) Lack of manpower, (2) Late delivery of materials, (3) Rainfall intensity factor, (4) Lack of labor expertise, (5) equipment shortage, (6) equipment damage, (7) the factor of the change of design by the owner. From the results of the calculation of the product moment correlation factor of the lack of labor with the Pearson correlation coefficient value of 0.821 has a very strong relationship.

Pemanfaatan Limbah Styrofoam Sebagai Bahan Tambah Campuran AC-BC Yang Menggunakan Sungai Bittuang Nelmayanti Sambo; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was intended to determine the characteristics of the mixture of intermediate layers of concrete with the addition of styrofoam waste in the mixture of intermediate layers of concrete. The composition of the mixture of intermediate lasts and Marshall test to get the characteristics of the mixture of intermediate layers of concrete with the addition of straw ash Styrofoam waste as a cement filler substitution. The results of testing the characteristics of the Asphalt Concrete – Binder Course (AC-BC) mixture using Styrofoam waste added material through the Conventional Marshall test, namely if the Styrofoam waste content is 1%, then the VIM, VMA, and Flow values decrease at each Styrofoam waste level, while for Stability and VFB values always increase at each level of Styrofoam waste. The Marshall Immersion test results obtained a Stability value of the mixture that could withstand Immersion for 24 hours.

Pengaruh Penggunaan Pasir Putih Sebagai Bahan Campuran Beton Mutu Tinggi Meisye Mitha Siranga; Suryanti Rapang Tonapa; Frans Phengkarsa
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The use of concrete in Indonesia cannot be separated from skyscrapers, bridges with long spans, and underground buildings which generally have a larger load, so the use of high-strength concrete is necessary. This study aims to determine the value of compressive strength, split tensile strength, flexural strength, modulus of elasticity of concrete and determine the workability of fresh concrete with the addition of 0.8% superplaticizer. The test objects used in the form of cylinders with a diameter of 15 cm and a height of 30 cm as many as 15 pieces, and 3 pieces of blocks measuring 15 cm × 15 cm × 60 cm. From the results of the study, the compressive strength value was 43,007 MPa. The split tensile strength test is 3.584 MPa. The flexural strength test is 4,340 MPa. The elastic modulus test is 28447.956 MPa. From the slump test on fresh concrete with the addition of a superplaticizer, it is obtained by 10 cm.

Analisis Permeabilitas Menggunakan Metode Falling head pada Tanah dengan Penambahan Abu Serabut Kelapa Sisilia Mira Tangdiombo; Benyamin Tanan; Irwan Lie Keng Wong
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was to determine the physical properties of the soil and the effect of adding coconut ash to the permeability coefficient using the fall method. Soil sampling was carried out in Bolu Village, Rantepao District, North Toraja Regency and the added material used coconut fiber from community waste located on Biring Romang Street, Kapasa Village, Makassar City with the proportion of added material being 0%, 5%, 10%, and 15%. The structure in this research is to use research on the physical properties of the soil and then compile the composition of the alloy to the soil permeability test so that it can produce a coefficient of soil permeability. The results of this study indicate that the soil meets the characteristics as clay soil. The effect of adding fiber ash to the soil is a decrease in the permeability value where the higher the proportion of coconut fibers, the smaller the permeability until the addition of 15%.

Durabilitas Campuran AC-BC yang Menggunakan Batu Gunung Baba Kabupaten Tana Toraja Cindy Pasilaputri; Alpius; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Several factors that can affect road damage are excessive traffic load, temperature (weather), water, and pavement construction that does not meet the technical requirements. The durability of an asphalt mixture is the resistance of the mixture to the effects of water, water vapor, and temperature. A mixture with a high durability value provides a good mix quality and long-term use. The purpose of this study was to determine the durability of the AC-BC mixture using Mount Baba stone. The general specifications of Bina Marga in 2018 are the reference in this study. By using the standard Marshall test method, the results obtained through the Marshall AC-BC mixture immersion test with a duration of immersion time of 0.5 hours, 12 hours, 24 hours, 36 hours, 48 hours, 60 hours with a durability value of 95.49% - 86.99%. The increase in immersion time causes a decrease in the durability of the mixture.

Pengaruh Serbuk Cangkang Keong Sawah Sebagai Pengganti Sebagian Semen Pada Beton Normal Reiner Putra Pakanan; Jonie Tanijaya; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Along with the increasing pace of development, many methods and research have been carried out and developed aimed at increasing the strength of concrete, one of which is by utilizing waste rice snail shells as a partial replacement of cement. This snail is considered a pest for farmers. Snail carcasses can also damage the environment and cause a bad smell. This can be used and utilized as an alternative material in concrete mixtures. The percentage of use of rice snail shell substitution varied, namely 0%, 10%, and 15%. The tests carried out were the compressive strength test, split tensile strength test, flexural strength test, and the modulus of elasticity of concrete with a concrete quality of 25 MPa. The test objects used were cylinders measuring 15 cm and 30 cm high and beams measuring 60 cm × 15 cm × 15 cm with variations in age of 7 days, 21 days, and 28 days. The highest value was obtained at 10% snail shell variation with 27,540 MPa, 2,735 MPa, 4,131 MPa, respectively. so that the 10% snail shell variation used in this study is still safe to use as a cement substitution material in normal concrete mixtures.

Karakteristik Campuran AC-WC Menggunakan Bahan Tambah Limbah Ban Bekas Owen Irianto Bessoran; Alpius; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The problem of the quality of the asphalt mixture, especially on the surface layer, is a matter that really needs to be considered because a poor asphalt mixture will cause the surface layer on the road to be damaged quickly or not in accordance with the expected service period. This research was conducted to test the AC-WC mixture with added waste tires. The research methodology uses the Conventional Marshall method to obtain the characteristics of the AC-WC mixture and Marshall Immersion to obtain the Marshall Residual Stability value. The results show that the characteristics of the AC-WC mixture meet the 2018 Highways Specifications. The results of the Marshall Immersion test with an optimum 4% used tire content obtained a Marshall Stability value of 94.64% and the effect of adding used tire rubber will make the cavities in the mixture smaller thus the mixture can be resistant to water.

Pengaruh Perjalanan Penduduk Perumahan Puri Yuhana Dan Bukit Khatulistiwa Terhadap Rantai Perjalanan. Jexon Takaeb; Rais Rachman; Monika Datu Mirring Palinggi
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

In making a work trip, apart from being faced with the time of departure and the mode used, the journey of the residents of the Puri Yuhana and Bukit Khatulistiwa housing estates on their work trips is not only direct to the right destination but there are several workers who take school children or other families first and then go to the right place. work or take care of office work elsewhere then go to work. This study aims to (1) Identify the Characteristics of Residents of Puri Yuhana Housing and Bukit Khatulistiwa. (2) Knowing the Effect of Traveling Residents of Puri Yuhana Housing and Bukit Khatulistiwa on the Travel Chain. This research was conducted in Puri Yuhana Housing and Bukit Khatulistiwa, Jalan Perintis Kemerdekaan km 4, Biringkanaya sub-district, Makassar. The results showed that the pattern of the travel chain for the residents of the Puri Yuhana Housing was dominant with the pattern of home – taking children to school – workplace – home, significantly influenced by the number of family members who worked and when they came home from work, while the pattern of the travel chain for the residents of Bukit Khatulistiwa Housing was dominant. with the homework – home pattern, significantly influenced by the number of family members, motorcycle ownership, departure time, and travel time

Pengaruh Styrofoam Sebagai Bahan Tambah Pada Campuran Laston Lapis Aus Naisel Lolok; Nur Ali; Rais Rachman
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Styrofoam is waste from the disposal of electronic material buffers. This waste can be found in several main places in electronic store warehouses. This study aims to determine the value of the characteristics of the mixture of Laston Lapis Aus the effect of Styrofoam as an additive on the characteristics of the mixture of Laston Lapis Aus which uses the Malili river aggregate and Styrofoam as an added material through testing. The method used is the Conventional Marshall Method which tests and analyzes the characteristics of the mixture. The results showed the characteristics of the Laston Lapis Aus mixture using Malili River Stone and Styrofoam as added materials. Through Marshall test testing, the mixed characteristic values, namely stability, flow, VIM, VMA, and VFB all met the General Specifications of Highways 2018. The effect of adding Styrofoam to the mixture Laston Lapis Aus is able to fill voids in the mixture which makes the voids smaller, making the bonds between the aggregates stronger so that with the addition of Styrofoam the mixture becomes more water-resistant/resistant to water, weather and traffic loads.

Perbandingan Beton Dengan Menggunakan Portland Composite Cement Dan Ordinary Portland Cement Vinansius Ponco; Jonie Tanijaya; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Cement is the basic material for making concrete that can be used as a hydraulic binder. There are various types of cement including OPC and PCC cement. The problem now is that there is no technical data that can be used as a reference in determining the proportion of the mixture. Examples of cement are obtained from the same factory. namely PT. Semen Tonasa, South Sulawesi with an amount of 78.96 kg of cement for each type of cement. From the results of laboratory tests, it was found that the data on the comparison of concrete using OPC and PCC cements had different data on the of OPC cement is 3.726 Mpa and PCC cement is 3.223 Mpa and for testing the modulus of elasticity of OPC cement is 19371.316 Mpa and PCC cement is 17579.182 Mpa. The test results have met the standard for structural concrete with the same water-cement factor.

Page 10 of 71 | Total Record : 706

8 9 10 11 12

Filter by Year

2019 2025

Filter By Issues

All Issue Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025 Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025 Vol. 7 No. 1 (2025): PCEJ Vol.7, No.1, Maret 2025 Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4 Vol. 6 No. 4 (2024): PCEJ Vol.6, No.4, Desember 2024 Vol. 6 No. 3 (2024): PCEJ Vol.6, No.3, September 2024 Vol. 6 No. 2 (2024): PCEJ Vol.6, No.2, June 2024 Vol. 6 No. 1 (2024): PCEJ Vol.6, No.1, March 2024 Vol. 5 No. 4 (2023): PCEJ Vol.5, No.4, Desember 2023 Vol. 5 No. 3 (2023): PCEJ Vol.5, No.3, September 2023 Vol. 5 No. 2 (2023): PCEJ Vol.5, No.2, June 2023 Vol. 5 No. 1 (2023): PCEJ Vol.5, No.1, March, 2023 Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3 Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2 Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1 Vol. 4 No. 4 (2022): PCEJ, Vol.4, No.4, December 2022 Vol. 4 No. 3 (2022): PCEJ, Vol.4, No.3, September 2022 Vol. 4 No. 2 (2022): PCEJ, Vol.4 No.2, June 2022 Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022 Vol. 4 No. 1 (2022): PCEJ, Vol.4, No.1, March 2022 Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4 Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3 Vol 4 No 2 (2022): Paulus Civil Engineering Journal Volume 4 No.2 Vol. 3 No. 4 (2021): PCEJ, Vol.3, No.4, December 2021 Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021 Vol. 3 No. 3 (2021): PCEJ, Vol.3, No.3, September 2021 Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021 Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021 Vol. 3 No. 2 (2021): PCEJ, Vol.3, No.2, June 2021 Vol. 3 No. 1 (2021): PCEJ, Vol.3, No.1, March 2021 Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021 Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020 Vol. 2 No. 4 (2020): PCEJ, Vol.2, No.4, December 2020 Vol. 2 No. 3 (2020): PCEJ, Vol.2, No.3. September 2020 Vol 2 No 3 (2020): Volume 2, No.3, September 2020 Vol 2 No 2 (2020): Volume 2 No.2, June 2020 Vol. 2 No. 2 (2020): PCEJ, Vol.2, No.2, June 2020 Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020 Vol. 2 No. 1 (2020): PCEJ, Vol.2, No.1, March 2020 Vol 1 No 2 (2019): Volume 1, No.2, Desember 2019 Vol. 1 No. 2 (2019): PCEJ, Vol.1, No.2, December 2019 Vol. 1 No. 1 (2019): PCEJ, Vol.1, No.1, September 2019 Vol 1 No 1 (2019): Volume 1 No.1, September 2019 More Issue

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

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