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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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Analisis Produktivitas Alat Hydraulic Static Pile Driver Pada Pembangunan Delft Apartemen Makassar Dewo Mangiri; Junus Mara; Herby Calvin Pascal Tiyouw
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study aims to find out productivity Hydraulic Static Pile Driver (HSPD) tool in Delft Apartment construction project and also to find out the impact of productivity pilling tool Hydraulic Static Pile Driver on the duration of pilling activities in the Delft Apartement construction project. This study was conducted by direct observation method on project area to get data depth of pilling and duration of work. Then analyzed to get productivity value on Hydraulic Static Pile Driver. The result of this study is the productivity resulting from pilling with Hydraulic Static Pile Driver 15,732 m/hour and the highest productivity value is 21,631 m/hour and the lowest productivity value is 14,933 m/hour. Productivity of Hydraulic Static Pile Driver tool is very impactful to the duration of work pilling. The higher the production value, the shorter the pilling duration, conversely the lower the production value, the longer the pilling duration.

The Effect of Styrofoam as an Additive to AC-WC Mixture in Batu Sungai Tetean, Mamasa Regency Samudra Tandiabang; Alpius; Elizabeth
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Roads are a very important need for the community of Mamasa Regency, so research is carried out on the Tetean river stone whether it is suitable for use as pavement for Asphalt Concrete-Wearing-Course mixture. The methodology in this research is to perform a series of tests on the characteristics of coarse, fine aggregate, filler, and asphalt then design the composition of the AC-WC mixture and Marshall immersion test for the characteristics of the mixture. The results showed that the characteristics of the AC-WC mixture using Tete River Stone and styrofoam as added materials through the Marshall test obtained 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 AC-WC 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 watertight/resistant to water, weather and traffic loads.

Utilization of Mount Osu Lombebua Stone in South Konawe Regency for Aus Layer Laston Mixture Alfa Dionisius Patulak; Alpius; Monika Datu Mirring Palinggi
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The utilization of Osu Lombebua mountain rock aggregate, South Konawe Regency has not been optimally utilized as a material in road pavement, especially in the Aus Layer Laston, starting from a problem, it is necessary to conduct research by conducting a series of characteristic tests with reference to the 2018 Highways Specification Standard. The characteristics of the Aus Layer Laston mixture by utilizing the rock aggregates of Mount Osu Lombebua, by knowing the characteristics of the aggregate, asphalt, and filler, then designing the composition of the mixture and making a test object in the form of Aus Layer Laston and the test Marshall Conventional for determining KAO after that making KAO test objects for Stability Marshall Time (SMS). The results of the study indicate that the characteristics of the pavement material in the form of rock aggregates of Mount Osu Lombebua, South Konawe Regency have met the General specifications of the Directorate General of Highways 2018. Based on the test of the characteristics of the mixture, Marshall Conventionalthe values of Stability, flow, Void In Mix (VIM), Void In Mix Aggregate (VMA), and Foid Filled Bitumen (VFB) all meet the General Specifications of Highways 2018. Marshall Immersion test (Stability Marshall Remaining) on a mixture of meets the General Specifications of Highways 2018, where the value of Stability Marshall Remaining is 96,78 ≥ 90%.

Utilization of Aralle River Aggregate, Buntu District, Malangka as a Concrete Mixture Material Faisal Ical Alnaldi; Herman Parung; 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

Development in Buntu Malangka District is increasingly rapid, especially in the field of development, so the use of concrete becomes the main choice as a building construction. Construction in the field of concrete construction used in the area uses more aggregates derived from rivers. The Aralle River, which is one of the major and closest rivers in the area, is the main location for people to take aggregates, and no previous research has been done on the level of aggregate resistance when used as a concrete mix. The purpose of this study was to find out the aggregate characteristics of the Aralle River and its strength in concrete work. Powerful press plan 20 MPa using the American Concrete Institute method. Cylindrical test object 15 cm diameter 30 cm high for strong testing press 12 pieces and strong pull 3 pieces and beams 60 × 15 cm, strong test bending 3 pieces. Based on the results of the study obtained on the average concrete press strength test at the age of 7, 14, 21, 28 days each amounted to 9,903 MPa, 15,468 MPa, 18,203 MPa, 21,126 MPa. At the age of 28 days obtained strong tensile 2,028 MPa, strong bending 2,756 MPa and Modulus elasticity 21252,778 MPa. Based on the results of the study it can be concluded that the characteristic value and strong testing press at the age of 28 days obtained the value of meeting and achieving the planned quality so that the aggregate is well used in concrete construction.

Karakteristik Campuran AC-BC Yang Menggunakan Batu Sungai Sadang Kecamatan Duampanua Kabupaten Pinrang Nifre Dirgahayu; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Technological developments in the field of civil engineering, especially roads, are growing rapidly along with the times. However, the lack of availability of materials used in construction is a problem that needs to be addressed. Therefore, in this study, we tested the Sadang River stone as an aggregate that could be utilized in the pavement mixture, especially the AC-BC layer by using the marshal test method with reference to the 2018 Bina Marga specification. The results obtained from this study were the stability value of 1190,28 kg. -1545,08 kg, flow 2,35 mm -3,85 mm, VIM 4,335% - 3,098%, VMA 14,64% - 18,26%, VFB 70,39% - 83,03%.

Pengaruh Faktor-faktor Yang Terjadi Pada Kerja Lembur Terhadap Kualitas Pekerjaan Joice Batara; Josefine Ernestine Latupeirissa; Meti
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

A construction project is a series of interrelated activities to achieve certain goals within a certain time, cost and quality limit. The purpose of this study is to analyze the factors that occur in overtime work and affect the quality of work on casting beams and plates on the second floor of the Trans Studio Makassar New Developmentproject. There are main factors that occur in overtime and affect the quality of work that can be concluded, namely: Factors of strict supervision at work, Factors of lack of labor expertise, Factors of worker inefficiencies due to too much work to be completed, Factors of lack of workers' rest time, Lighting factors when doing overtime work at night and Factors The existence of job guarantees can increase the morale of workers.

Karakteristik Campuran AC-WC Menggunakan Batu Sungai Sangtanete Dan Bahan Tambah Kantong Plastik Fhiladelvia Tandiayu; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The accumulation of plastic waste in Indonesia is increasing and will damage the environment around us if there is no proper handling. Therefore, to reduce the impact of the accumulation of plastic waste, a study was carried out to utilize the waste as an added material that can be used in the Laston AC-WC mixture, with the aim of knowing how the characteristics and effects of adding plastic waste in the pavement mixture using the conventional Marshall method and referring to Specifications of Highways 2018. The results obtained are stability values of 1757 kg, VIM 4.80%, flow 3.51 mm, VMA 16.18%, VFB 70.12%. All research results meet the specifications set by Bina Marga 2018.

Clean Water Distribution Network Analysis Using Epanet 2.0 (Case Study of Housing Telkomas Tamalanrea District) Marlan Nathan; Erni Rante Bungin; 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

Telkomas Housing is one of the complexes located in Tamalanrea District, Makassar City, South Sulawesi Province, and is an area that gets clean water distribution from Makassar City PDAM, but Telkomas Housing currently has a problem regarding water pressure. This research is intended to determine the need for clean water in Telkomas housing at present and in the future and make plans for the development of clean water distribution with the development of Telkomas housing. The results of the calculation of current water needs in Telkommas housing with the number of houses that are subscribed to are 405 houses, where the average daily water requirement is 340,200 liters/day, the average daily requirement is 391,230 liters/day and the peak hour is 7,924 liters/second. Then on the calculation of future water needs which is assumed to be 10 years in the future and the number of customers is 70% or about 770 houses, 2 educational facilities, and 3 religious facilities, where the average daily water requirement is 673,080 liters/day, the maximum daily requirement is 774,042 liters /day and peak hours of 15.678 liters/second. Then after analyzing the piping network on Epanet 2.0, there are several nodes whose pressure is still below the distribution pipe criteria or about 5.16 meters of water. each reservoir so that the water pressure value obtained has met the distribution pipe criteria and has been able to meet the water needs of PDAM customers in Telkomas housing both now and in the future.

Analysis of Sediment Transport in the Galang-Galang River, Paku Village, Polewali Mandar Regency Seri Tandira'pak; Erni Rante Bungin; 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

The Galang-Galang River or also known as the Binanga Karaeng River is a border river between the Polewali Mandar Regency (Polman) which was formerly known as Polmas before separating from South Sulawesi Province. During the rainy season, the water in this river often overflows and can even pose a danger to plantation and rice field farmers around the two border areas. Some of the rainwater that falls on the surface erodes the soil so that it is carried by the flow of water into the river downstream to make the sediment deposits increase. Sediment formed in the flow of the Galang - Galang river will cause a lack of river capacity during the dry season and in the rainy season, it will cause flooding. In this study, direct measurements and sampling of bottom sediment and floating sediment were carried out at three river points. The purpose of the study was to analyze deductions of basic sedimentary transports and sediments floating in the galange-Galang river. The study conducted direct measurements as well as retrieval of basic sedimentary samples and sediment rising at three points of the river. Basic sedimentary transport was calculated using the van rjin method, and for levitating sediments, it was calculated by a momentary method. From the results of the analysis, the bottom sediment transport discharge in the upstream is 4x10-4 tons/day, in the middle, it is 0.0891 tons/day, and in the downstream, it is 1x10-4 tons/day. Meanwhile, the floating sediment transport discharge is 0.208 tons/day upstream, 0.278 tons/day in the middle, and 0.121 tons/day downstream, where floating sediment transport is measured at a very small discharge so that the results are obtained are also small.

The Influence of Sangkaropi' and Sandblasting Mining Aggregate on Concrete Mikel Paa; Frans Phengkarsa; Lisa Febriani
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Concrete is a composite building material made from a combination of aggregate and cement binder. The most common form of concrete is Portland cement concrete, which is composed of mineral aggregate, cement and water. It is usually believed that concrete dries after mixing and laying. In increasing the strength or quality of concrete, the coarse aggregate used comes from the Sangkaropi mine because in addition to the rare use of aggregate there, the Sangkaropi mine stone also contains minerals such as calcium oxide, silica dioxide, aluminum oxide. By adding materials, both in coarse aggregate and fine aggregate, as a substitute for binders and some as additional materials to increase the adhesion of binders in concrete, one of them is using sandblasting material in the concrete mixture. This is because sandblasting is a natural material whose raw materials contain less than 0.1 percent almandite and silica, which means that sandblasting does not contain hazardous and toxic materials (B3). The variations used are 0%, 5%, and 10%. The tests carried out were the compressive strength test, split tensile strength test, and the flexural strength test with a concrete quality of 25 MPa. From the results of this study, the compressive strength values were 26.502 Mpa, 28.389 Mpa and 31.878 Mpa. In the split tensile strength test, the values obtained were 1.721 Mpa, 2.146 Mpa, 2.617 Mpa and the flexural strength test obtained values of 1.837 Mpa, 2.341 MPa, and 2,696 MPa.

Page 15 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

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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