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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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Pengaruh Sabut Kelapa sebagai Bahan Tambah Campuran AC-BC Menggunakan Batu Gunung Barani Retor Rante Tondok; Alpius; Monika D.M Palinggi
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

One of the uses of Coconut Coir as a paved mixture, currently has been widely used a variety of added ingredients to mixtures. This study is intended to find out the characteristics of AC-BC mixtures that use coconut coir added ingredients and also to find out the AC-BC mixture. The method used is conventional Marshall immersion obtained ac-BC mixture with coconut coir content as a added material that is 0%, 1%, 2%, 3%, 4% with asphalt content of 5%. As for the characteristic influence on each mixed composition, if the level of Coconut Coir increases, then the stability value is obtained 1300.74-2354.10 and VFB 72.28-75.70 which is increasing, while for vim values 4.18-3.52, flow 3.50-2.33 and VMA 15.08-14.49 which decreases. From the test results it can be concluded that the AC-BC mixture using the added ingredients of Kelapa Cout has fulfilled the general specification of bina marga 2018.

Pengaruh Styrofoam sebagai Bahan Tambah dalam Campuran Laston Lapis Antara Richard Marcelenus Pasapan; Nur Ali; Rais Rachman
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 is intended to test the use of Styrofoam as an additive in the mixture of Laston Lapis Antara.The methodology used is the design of the Intermediate Laston mixture design and the Marshall immersion test for the characteristics of the mixture. The results of the research through the conventional Marshall test, obtained a mixture of Laston Lapis Antara with Styrofoam content, namely 0%, 1%, 2%, 3%, 4% with an asphalt content of 5.0% meeting the requirements of the 2018 Highways standard. The results of testing the characteristics of the Conventional Marshall Mix of Laston Layer Between with added Styrofoam ingredients are that if the Styrofoam content increases, the VIM, Flow and VMA values decrease at each Styrofoam level, while the Stability and VFB values increase. The effect of adding Styrofoam can improve the performance of the Laston Lapis Antara mixture, where the stability value increases and the meltdown decreases.

Studi Eksperimental Beton Mutu Normal Dengan Agregat Batok Kelapa Dan Terak Nikel Putri Aprilia; Frans Phengkarsa; Benny Kusuma
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study aims to determine the value of compressive strength, split tensile strength, flexural strength, and modulus of elasticity in normal quality concrete with variations of coconut shell and nickel slag added materials in coarse aggregate. Making test objects in the form of cylinders 150 mm x 150 mm x 300 as many as 27 pieces and beams 150 mm x 150 mm x 600 mm as many as 9 pieces. The results showed that the addition of coconut shells and nickel slag to coarse aggregate for testing concrete with a mixture of 30% nickel slag and 20% coconut shells obtained values for the 28th day of compressive strength, namely 30,841MPa, 31,124MPa and 31,690MPa, strong Split tensile strength is 3,114MPa, 3,468MPa and 3,255MPa, respectively, the flexural strength values are 4,383MPa, 4,018MPa and 3,930MPa, respectively. And for the modulus of elasticity, the values obtained are 12763,274MPa, 15404,333MPa, and 13619,275MPa.

Analisis Kekasaran Dan Kapasitas Penampang Sungai Galang-Galang Kabupaten Polewali Mandar Greistin Anggiani; Benyamin Tanan; Herman Welem Tanje
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Galang-Galang River or Binanga Karaeng River is a research site where this river is a border river between polewali mandar regency and Pinrang regency. In April 2020 there was a flood that damaged irrigation buildings on the right side of the bend downstream of the Galang-Galang River. This research aims to analyze the roughness and cross-sectional capacity of the Galang-Galang River. The data used consists of primary data and secondary data. The methods used in survey methods and location points are determined based on observation points that can represent the upstream, middle, and downstream sections. Analysis of roughness coefficients using manning equations. The coefficient of the galang-galang river upstream is 0.037, the middle is 0.015, and the downstream is 0.037. The difference in the coefficient value of roughness is influenced by cross-sectional irregularities, the size of the sediment grains that differ from each point, and the narrowing of the channel. Cross-sectional capacity in segments 1-1, 2-2, and 3-3 is unable to accommodate Q50 and Q100 flood discharges.

Implementasi Sistem Manajemen Mutu ISO 9001:2015 Pada Proyek Pembangunan Gedung Ciputra School of Business Makassar Donatus Lasa; Josefine Ernestine Latupeirissa; Lasty Dinulfy R.KS
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The implementation of a quality management system based on ISO 9001: 2015 in construction services at this time is a very appropriate momentum because it can provide added value for companies that apply. Basically, the purpose of this research aims to conduct a study and find out the benefits obtained from the implementation of a quality management system based on ISO 9001:2015 on the Ciputra school of business Makassar development project. There is also a method used is the Qualitative Descriptive method which is expected to be able to provide a systematic and factual description and description of the facts, nature, and relationships of phenomena studied in this project. As for some of the clauses contained in IS0 9001:2015, which are references in this research, namely (1) Scope, (2) Normative reference, (3) Terms and Definition, (4) Organizational context, (5) Leadership, (6) Planning, (7) Support, (8) Operational, (9) Work evaluation and (10) Improvement. Based on the data obtained from this study, there are 15 respondents who are based on the results of direct observations and strengthened by the data obtained such as quality control and material testing. The results of this study show that PT. Nusa Konstruksi Enjiniring has implemented the clauses contained in ISO 9001:2015 as evidenced by quality control of the materials used.

Pemanfaatan Batu Sungai Pattunuang Kabupaten Maros Pada Campuran AC-BC Yerikho Esak Panggalo; Alpius; Louise Elizabeth Radjawane
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

In the transportation of the development of road-building and improvements are also increasing for the welfare of the community. This research aims to find out how the aggregate characteristics of the Pattunuang River of Maros Regency, asphalt characteristics, weight of filler types, and mixed characteristics. The method used is the conventional Marshall method to obtain the properties of the mixture, Marshall Immersion to obtain Marshall Stability from the remaining mixtures. The results of the study showed that the characteristics of pavement materials in the form of Pattunuang River Stone Maros Regency meet the technical requirements as a pavement material. Through the design of the mixture AC-BC coarse aggregate 42.82%, fine aggregate 45.73%, filler 5.45% dan optimum asphalt rate 6.00%. The mixed properties of AC-BC are Stability, flow, VIM, VMA, and VFB that meet the Bina Marga Specification 2018. Through testing Marshall Immersion mix AC-BC with Aspal Optimum content of 6.00% obtained Residual Marshall Stability of 91.69 % meets Bina marga specification 2018 at least 90%.

Utilization of Mata Allo Enrekang River Aggregate as a Concrete Mixer Ellen Kristin Pangloli; Herman Parung; Junus Mara
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Mata Allo River is located in Enrekang, South Sulawesi. a river that has a fairly abundant source of aggregate material that has been used by the local community as a concrete-making material in the construction of small-scale construction. This study aims to determine the development of concrete strength based on concrete compressive strength, split tensile strength, flexural strength, and modulus of elasticity in normal quality concrete mixtures based on variations in the Water Cement Factor (FAS), namely Variations 0,49, 0,52 and 0,55 where the variation with the highest compressive strength is used to further testing. The Mix Design method used is the American Concrete Institute (ACI) method with a design concrete quality of 25 MPa. From the results of the study, the highest strength value was found in the FAS variation of 0,49 with an average compressive strength of 7 days, 14 days, 21 days, and 28 days, respectively, with a compressive strength of 16,977 MPa, 23,301 MPa, 25,276 MPa, and 26,691 MPa. The results of the research carried out, the characteristics produced from the Mata Allo river meet the SNI specification standard to be used as a concrete mixture.

Characteristics of AC-Base Mixture Using River Stone When Pitu Riase District, Sidrap Regency Johannes S. Tondok; Alpius; Ika Apriyani
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Aggregate is one of the key components that determine abilities dry carry a load of traffic if it is a river in Sidrap County with aggregates of rock and sand, potentially used as paving materials. The point of this study is to know the characteristics of river aggregate Bila, the characteristics of asphalt, the characteristics of filler, and the composition of the mixture and the AC-Base mixed characteristics. To find out the purpose of this study, conducted examinations and testing in the laboratory according to the general specifications of the 2018 Highways construction maintenance, using conventional marshall and Marshall Immersion methods. As for inspection and testing of aggregate characteristics, asphalt and fillers meet the specifications as paving materials for the road. Throughout AC-Base compound design acquired crude aggregate 53,42%, soft aggregate 37,00%, filler 4,58% with optimum asphalt 5,00%. The mixture characteristics of stability, flow, VIM, VMA, and VFB that use conventional marshall methods, and the marshall stability value are leftover from the test marshall immersion meet general specifications of the 2018 Highways construction maintenance that is 96,52% ≥ 90,00%.

Effect of Addition of Gypsum Powder on Clay by Direct Shear Pengujian Testing Josua Gilang Pang’ Raran; Irwan Lie Keng Wong; Ika Apriyani
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Clay soil is a type of cohesive soil that has low shear strength but high compressibility. The purpose of the study was to determine the physical properties of soil originating from Rantebua Village, Rantebua District, North Toraja Regency, and to determine the effect of adding gypsum to soil originating from Rantebua Village, Rantebua District, north Toraja Regency by direct shear testing. The research method includes testing the phy properties of the soil and mechanical testing on direct shear. The result of the direct shear test that has been obtained shows that each soil sample mixed with gypsum at a composition 12%, 20%, and 28% has an increase in value (c) and value (ϕ). According to the USCS, it is classified as a fine-grained soil type with low to moderate plasticity, then for the result of the direct shear test in the presence of a mixture of gypsum into four soil samples, it can have an increasing effect on the value of (c) and value (ϕ) so that the bearing capacity of the soil becomes better than the soil condition before it was mixed with gypsum.

Perencanaan Struktur Cantilever Bentang Panjang Menggunakan Rangka Pratt Truss Putu Axel Benyamin; Jonie Tanijaya; Benny Kusuma
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

In designing a truss cantilever structure with a predetermined long span, it will certainly look for a model of long-span structure with a profile that is able to withstand the given load. This can be done by planning a model of the pratt truss long-span structure. The main purpose of this final task is to produce a design of a long-span cantilever structure that is part of a unique building using a pratt truss model. The long-span pratt truss cantilever structure is analyzed using the MDSolids v.4.1.0 program to compute the inner forces working on each component of the designed frame structure, while the STAAD Pro Connect v.22 program analyzes the deformation of the design cantilever structure profile. The planning of this long-span cantilever structure is designed with reference to SNI 1727:2020 on minimum design load and related criteria for buildings and other structures, and SNI 1729:2020 on specifications for structural steel buildings. The result of the planning obtained is the dimensions of the beam bar profile needed. Pratt truss long-span structure is able for used as a cantilever long-span structure. This is seen from the results of calculations using computer programs where the pratt truss model has a deformation/deflection structure that occurs not exceeding the specified limit, and the results of the profile design used safely in receiving loads, although the results of calculation analysis there are the most critical rod elements in withstanding the load of the axial force of the press, namely the t1 and b2 rods. While the most critical rods in withstanding the load of axial force pull are the rods d1 and a1.English translation.

Page 14 of 71 | Total Record : 706

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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

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