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All Journal Sinergitas Multidisiplin Ilmu Pengetahuan dan Teknologi (SMIPT) Paulus Civil Engineering Journal

Olan Jujun Sanggaria

Universitas Kristen Indonesia Paulus

Author-ID : 5375022

Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Transportation

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Analisis Kekuatan Kolom Beton Bertulang Berdasarkan Diagram Interaksi Kolom Indra Dody Kurniawan Manguki'; Jonie Tanijaya; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The column interaction diagram is a boundary area graph showing the various combinations of axial loads and moments that the column can safely hold. The benefit of a column interaction diagram provides an overview of the strength of the column in question. This study aims to analyze rectangular and circular columns using column interaction diagrams and then compare the strength of the columns in withstanding a combination of axial loads and bending moments with the same area. In this study, square and circular columns have the same number of reinforcement, diameter of reinforcement, steel strength, concrete quality, and cross-sectional area. The column is reviewed based on five conditions, namely pure axial load conditions, pure bending moment, and three failure conditions. Based on the five conditions that occurred, a column interaction diagram was created by using Microsoft Excel. Results of the analysis show that in the same area, the square column is stronger in withstanding the bending moment (Mu) of the circular column by 0.015 - 0.61%, while the circular column is stronger in resisting the axial force (Pu) of the square column by 1,9 - 4.4%.

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.

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.

Pemanfaatan Limbah Cangkang Telur Sebagai Bahan Substitusi Semen Pada Beton Agnes Sentani Klau; Frans Phengkarsa; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Technological developments can have positive and negative impacts on everyday human life. The most common negative impact is the waste generated from every human activity. Most of this waste is simply dumped into nature without treatment. One of the most common waste found is eggshell waste. The amount of eggshell waste continues to increase, but it is not managed and not used optimally so that the waste needs to be processed, such as utilizing the eggshell waste in a concrete mixture. This study aims to determine the effect of using eggshell waste as a cement substitution material with variations of eggshell waste powder of 0%, 4%, 6% and 8% on the strength of the concrete. The quality of the concrete plan (f'c) in this study is 25 MPa. From the results of the study, the compressive strength of concrete was 27.351 MPa, 25.842 MPa, 23.201 MPa and 21.504 MPa, the value of the split tensile strength of concrete was 2.712 MPa, 2.499 MPa, 2.264 MPa and 2.146 MPa, the value of the modulus of elasticity. concrete were 21912,043 MPa, 17437.327 MPa, 14447,336 MPa and 12290.684 MPa, respectively. From the results of this study, it is known that concrete using eggshell waste powder as a cement substitution material with variations of 0% and 4% can meet the quality of the concrete plan.

Analisis Pengaruh Penempatan Balok Anak pada Perencanaan Pelat Lantai Gedung Toko Satu Sama Karel Agung; Jonie Tanijaya; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

One model of structural planning that can be used to make the building structure efficient is to add the secondary beams. Based on these assumptions, this paper is made to analyze the effect of placing secondary beams on the floor structure of the building to determine the efficiency that occurs to the thickness of the slab and the reinforced concrete material used. In the case of planning the Toko Satu Sama building on Jl. Perintis Kemerdekaan City Makassar floor plan is given one secondary beam on the x-direction and produces a plate thickness of 150 mm. The floor plan is re-planned by making a floor plan without secondary beams, a floor plan with y-directional secondary beams and a floor plan with x-and-y secondary beams. The bending moment that occurs on the floor plate is calculated using the 1971 PBI method, but still considering the latest provisions in SNI 2847, 2019. The results of the calculation showed that the floor plan with the pattern of placement of secondary beams in the direction of x and y (h = 120 mm) can streamline the plate by 20% of the thickness of the plate with the pattern of placement of the secondary beam in the direction of x. In line with that, concrete needs can be effective by 15,359 % (12,284 m3). Even if it has more reinforcement needs, the pattern of placement of secondary beams in the direction of x and y is the most efficient pattern.English translation.

Analisis Pengaruh Hambatan Samping Terhadap Derajat Kejenuhan Ruas Jalan Tamalanrea Raya Makassar Yous Rizal Bombing; Robert Mangontan; Olan Jujun Sanggaria
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.547

The city of Makassar is one of the metropolitan cities in Indonesia which has a fairly dense population, because the population is increasing rapidly, so that it has an effect on increasing congestion in the region due to the increasing need for community mobility to support goods distribution needs. social, religious and others. This study aims to find out how the side barriers and the effect of side barriers on the degree of saturation on the left and right lanes of Jalan Tamalanrea Raya Makassar starting from the front of Putra Naga Mas BTP Store to the front of Indomart BTP Blok A 24. The data used are primary and secondary data. , then data processing was carried out with reference to the 2014 Indonesian Road Capacity Guidelines (PKJI). Based on calculations and data analysis for 3 days of observation in the study area, the highest peak traffic flow was above 1300 cur/hour. For the side obstacles that occur during peak hours on the left and right lanes are above the number of 360 incidents so that they can be classified in the medium side obstacle class, the degree of saturation of the left lane and the right lane at peak hours of traffic flow obtains a degree of saturation value of 0.51 on the right lane and 0.48 on the left lane, so it can be said that the side barriers also affect the occurrence of congestion at the location that is used as the study area.

Pemanfaatan Batu Sungai Matang Kabupaten Enrekang pada Laston Lapis Antara Skolastiko Patinggi; Alpius; 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.v5i1.606

In the develompment of road construction and repair, it is necessary to aptimize it to support the welfare of the community, especially in Enrekang Regency which has the potential for producing materials in the form of aggregate or Matang River stone which according to him has never been used for road pavement. This study aims to determine the characteristics of the Matang River aggregate, ehat is the proportion of the AC-BC micture after carrying out the Conventional Marshall test and ehat are the result of the remaining Marshall Stbility (SMS) on the AC-BC mixture. The result of the study, the characteristics origanating from the Matang River have met the 2018 Bina Marga Spesification. According to the design of the AC-BC mixture, the coarse aggregate is 42.45%, the fine aggregate is 45.18%, the filler is 5.36% with an aptimum asphalt content of 7,00%. The Marshall immersion Stability value on the AC-BC mixture using Matang River aggregate meets the 2018 Highways Spesifications Division 6, which is 93.31% > 90%.

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

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 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

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.

Co-Authors Agnes Sentani Klau Agung, Karel Alpius Alpius Asni Tandiara Bessoran, Owen Irianto Bombing, Yous Rizal Bua’, Stevany Arrang Dominggus Paerunan Elton Tri Juan Simon Frans Phengkarsa George Andre Papendang Gray, Stephen Indra Dody Kurniawan Manguki' Jandri Jonie Tanijaya Karel Agung Klau, Agnes Sentani Krisianto, Vinansius Ponco Kurniawan Manguki’, Indra Dody Luciana Buarlele Mangontan, Robert Mara, Junus Owen Irianto Bessoran Paerunan, Dominggus Pakanan, Reiner Putra Pakilaran, Eleazar P. P. Palimbong, Gita Yasty Papendang, Georga Parung, Herman Patinggi, Skolastiko Payung, Keren Tangke Phengkarsa, Frans Rachman, Rais Reiner Putra Pakanan Robert Mangontan Sandy, Desi Skolastiko Patinggi Stephen Gray Suba, Andhika Suryanti Rapang Tonapa Tanggulungan, Dewi Yunita Tanijaya, Jonie Vinansius Ponco Vinny Virginia Wong, Irwan Lie Keng Yenni Sri Agesya Kapuangan Yous Rizal Bombing Yufrayumario

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