Article Per Year (5 Year)
p-Index From 2021 - 2026
2.024
P-Index
This Author published in this journals
All Journal Jurnal Penelitian Teknik Sipil Konsolidasi
Nurdin, Abdul Rahim
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology

Published : 13 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 13 Documents
Search

 1   2 
Analisis Kelayakan Limbah Keramik Sebagai Pengganti Agregat Halus Untuk Campuran Aspal Beton Ali, Muhammad Chaeder; Nurdin, Abdul Rahim; Yunus, Ahmad Yauri
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 3 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i3.3402

Abstract

Asphalt concrete is an even mixture of aggregate and asphalt as a binder. Before mixing, the two ingredients must be heated to dry the aggregate and get a sufficient liquid level of asphalt to make the mixture easy. Ceramic waste can be used as an alternative aggregate in asphalt concrete mixtures. They must be ground until they meet the standard fine aggregate grain diameter. The objective of this research is to evaluate that the fine aggregate samples studied are crushed ceramic waste; to evaluate ceramics used as fine aggregates in hot asphalt mixes that meet asphalt concrete quality standards; and to evaluate the properties of hot asphalt that uses ceramic waste as fine aggregates. I chose the title of this research because ceramic waste improves asphalt concrete's quality. The research uses the Marshall testing method, which is meant to determine the resistance (stability) to plastic melting (flow) of the asphalt and aggregate mixture. The asphalt concrete mixture uses a variety of ceramic waste fine aggregates of 100%, 75%, 50% and 25%. With  The 100% ceramic waste asphalt mix had the highest Marshall stability value, with an average of 1561.07 kg; the 25% ceramic waste asphalt mix had the lowest, with an average of 1548.31 kg.
Studi Penggunaan Batu Gunung Bittuang Kabaputen Tana Toraja Sebagai Bahan Campuran AC-WC Dengan Variasi Perendaman Berulang Sulle, Alfrianto Barangan; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 3 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i3.3701

Abstract

Mountain stone is a rock that contains lime and is often found in highland areas. The need for road infrastructure development in each region, especially in Tana Toraja Regency, is increasingly being developed, therefore the need for materials for development, especially road infrastructure, is increasing. The aim of this research is to determine the properties and characteristics and also analyze the properties and effects of hot asphalt mixture (AC-WC) of Mount Bittuang stone. This research uses Mount Bittuang stone. Briquette making refers to the 2018 General Specifications for Bina Marga. Sample testing is carried out using the Marshall method. The test results show that Mount Bittuang stone can be used as a material in hot asphalt mixtures because the characteristics and testing properties of the asphalt mixture are within the 2018 Bina Marga specification limits and the effect of using Mount Bittuang stone as a substitute for coarse and fine aggregates, on the properties and performance in AC-mixtures. but still within the specifications used with the stability value, namely without immersion 1311.05 depending on the length of immersion with the value, 0 day 1053.13 on the 6th day 1045.53 on the 12th day 1022.59 and on the 18th day 1023.93.
Pengaruh Penggunaan Asbuton LGA B50/30 Terhadap Sifat Campuran Laston AC-WC Faizal, Faizal; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 1 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Januari 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i1.4231

Abstract

The use of Asbuton B50/30 in Asphalt Concrete-Wearing Course (laston) mixtures represents an intriguing innovation in road construction. This study aims to evaluate the impact of Asbuton B50/30 on the quality of laston mixtures, focusing on strength, cohesion, thermal stability, viscosity, and the potential for utilizing local resources. The experimental method includes a series of laboratory and field tests to examine various laston compositions with Asbuton B50/30. Results indicate that adding Asbuton B50/30 significantly improves structural strength and material stiffness, as well as cohesion between mix components and thermal stability. However, changes in asphalt viscosity and the implications for local material usage should also be considered, as they can affect costs and resource efficiency. These findings provide valuable insights for infrastructure development, particularly in considering Asbuton B50/30 as an alternative for Asphalt Concrete-Wearing Course mixtures. Utilizing Asbuton B50/30 has the potential not only to enhance road performance and durability but also to support sustainability by maximizing local resources, making it an appealing choice for the road construction industry in the future.
Analisa Penyebab Dan Penanganan Titik Lokasi Blackspot Jalan Nasional Ruas Tobali – Poso Provinsi Sulawesi Tengah Asril, Muhammad; Nurdin, Abdul Rahim; Mallawangeng , Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 2 No. 3 (2024): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2024
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v2i3.4390

Abstract

Blackspots are locations on a road network that have a frequency of accidents or the number of traffic accidents per year that is greater than the specified minimum number of 30. With the effectiveness of efforts to handle accident-prone areas or Blackspots, it is hoped that accident cases will continue to decline from year to year and minimize the risk. Blackspots. The research was carried out on the Toboli - Poso section, Central Sulawesi Province, with the aim of determining the factors that cause Blackspots and how to alternatively handle Blackspots on this section. The research method used is a survey. The results obtained show that the causes of Blackspots are driver negligence in driving, vehicle factors, and the lack of adequate infrastructure on road sections that are prone to accidents, as well as road elements that are still not good and/complete. This triggers accidents that can result in fatalities such as serious injuries. Peak time for accidents often occurs at 12.00 - 18.00 WITA, the types of collisions are motor vehicles and pedestrians. Handling that can be carried out in Blackspot areas is by controlling traffic speeds, providing and/repairing road infrastructure and road elements in Blackspot areas, such as providing/adding zebra crossing traffic signs, traffic lights, noise tape, improving road shoulders, and others.
Alternatif Perencanaan Penanggulangan Longsoran Menggunakan Dinding Penahan Tanah Type Cantilever Pada Ruas Jalan Toboli – Kebun Kopi Sulawesi Tengah Natasia, Icha; Nurdin, Abdul Rahim; Setiawan, Arman
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 2 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i2.5040

Abstract

According to ESDM, 215 ground motion events were reported during 2023. Landslides are natural phenomena that occur frequently and have a significant impact. Landslides also occur in road construction, such as the landslide on the Toboli - Kebun Kopi road section. There are two methods of dealing with landslides, namely preventive methods and curative methods. Preventive method is a method used to prevent landslides, while curative method is a method used to handle landslides that have occurred. On the Toboli - Kebun Kopi road section, landslides have occurred, therefore the countermeasure uses curative methods, one of which is a cantilever type retaining wall. The purpose of this research is to obtain the stability value of slope structure, and predict whether deformation occurs after countermeasures are taken. Based on the results of the analysis, the structural stability value is bolster: 2.850 > 2 (safe), shear: 2.268 > 1.5 (safe) and soil bearing capacity: 106 > 3 (safe). And the stability of slope after being given countermeasures using the finite element method with help of the plaxis program on saturated slopes: 1.60 and unsaturated slopes: 1.90. After given countermeasures deformation occurs on saturated slopes by 3.59 cm and unsaturated by 3.42 cm.
Analisis Perencanaan Struktur Perkerasan Apron Pada Bandar Udara Internasional Sultan Hasanuddin Menggunakan Metode FAA Nasrah, Nasrah; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 1 No. 3 (2023): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2023
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v1i3.1554

Abstract

This study aims to determine and analyze thickness of apron pavement structure with Boeing 747-400 aircraft type at Sultan Hasanuddin International Airport using the Federal Aviation Adminstration method. This research is located at Sultan Hasanuddin International Airport Makassar. Data required includes secondary data in the form of aircraft movement traffic data from 2014 to 2018, apron layout and subgrade test California Bearing Ratio data as well as other data. The results of the planning analysis obtained the thickness of apron pavement structure with Boeing 747-400 aircraft type at Sultan Hasanuddin International Airport using the Federal Aviation Adminstration method, the thickness of subbase was 20 cm, base course (stabilized) was 15 cm and surface f’c 33,2 MPa was 41 cm
Pengaruh Penambahan Sebagian Abu Daun Bambu Sebagai Filler Pada Campuran Aspal AC-WC Terhadap Karakteristik Marshall Dengan Variasi Perendaman Palinoan, Leonardus Arnol; Nurdin, Abdul Rahim; Yunianti, Nurhadijah
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 1 No. 2 (2023): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2023
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v1i2.3200

Abstract

Asphall concrate wearing course (AC-WC) is the topmost pavement layer which functions as a wear layer. Filler function is very important to modify the gradation offine agregate in the asphall mixture so that the density increases. Asphall concrate layer (laston) is a cover layer consisting of a densely graded agregate mixture with struktural properties. The purpuse of this study was to determine the effect and variation of immersiontime on the properties and characteristics of asphal with bamboo leaf ash as part of the added material, namely 10%, 15%, and 20% with variations of immersion, 3 days, 7 days and 14 days. The number of samples of test objects made were 48 samples, with 15 normal sampels of test comparison, 27 samples of variations, 6 samples of remaining KAO. The manufacture of test specimens hot mixed and refersto the 2018test apparatus with a temperature of 60ºC and is continuedout with the marshall test to obtain stability and flow values. Based on research results and data analysis of AC-WC asphalt mixtures with the addition of 10%, 15%, 20% bamboo leaf ash, with soaking variations of 3 days, 7 days, 14 days. From the laboratory results, the addition of 20% bamboo leaf ash can increase the density, FLOW and VFB values, while a decrease occurs in the stability of VMA, MQ and VIM, but not too drastically because it is still in the specification stage
Analisis Sifat Dan Karakteristik Campuran Hangat Aspal Emulsi Dengan Variasi Perendaman Rahmatullah, Rahmatullah; Nurdin, Abdul Rahim; Yunianti, Nur Hadijah
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 1 No. 2 (2023): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2023
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v1i2.3204

Abstract

The purpose of this study was to analyze the properties and characteristics of the warm mixture of emulsified asphalt and to analyze the effectiveness of the characteristics of the warm mixture of emulsified asphalt with variations of immersion. The independent variable in this study is the immersion variation. The test method refers to the General Specifications of Highways 2018. The type of mixture used is Asphalt Concrete - Wearing Coarse. The performance was measured by testing Density, Stability, Flow, Marshall Quontient, voids in mixture (VIM), voids filled with asphalt (VFB), and voids in aggregate (VMA). The asphalt content used was 6.5%, then repeated immersion was carried out with variations of 3 days, 7 days, and 14 days of immersion. The results showed that the use of a warm mixture of emulsified asphalt and the length of immersion time affected the decrease in the value of the asphalt mixture properties. This is because the longer the immersion the asphalt adhesion to the mixture will decrease and the chance of losing the durability or durability of the mixture is also getting bigger. And from the results of the Marshall test using a warm mixture of asphalt emulsion, the best value for the characteristics is 3 days of immersion. Because it has a higher stability value so it will be able to withstand a greater load
Pengaruh Pemadatan Berulang Terhadap Sifat Campuran Aspal CPHMA Salsabila, Nurul Fadhilah; Nurdin, Abdul Rahim; Mallawangeng, Tamrin
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 3 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i3.3296

Abstract

Indonesia is one of the countries that have natural wealth on Buton Island, commonly known as Buton Asphalt. One of the products is Cold Paving Hot Mix Asbuton (CPHMA). CPHMA is a natural asphalt mixture consisting of aggregates, buton grains, juvenile substances and other added substances, which are hotly mixed and ready for cold use. CPHMA is widely used on low-traffic roadways. The purpose of this study was to determine the effect of repeated solidification on the properties of near-cold hot mixed smutons (Cold Paving Hot Mix Asbuton) by testing Marshall's method. This study used repeated solidification methods on the 7th, 14th and 21st days. The test items were made of 18 briquettes consisting of 6 characteristic briquettes and 12 variational briquettes. This study refers to the 2018 Bina Marga Specification. Results from this study show that the influence of repeated solidification on CPHMA asphalt mixtures causes density, stability, MQ and VFB to decrease further. The flow, VMA, and VIM values are increasing.
Penanganan Longsor Badan Jalan Akibat Gerusan Sungai : Studi Kasus Ruas Jalan Belopa – Batas Kota Palopo Km 333-800 Amalia, Reski; Nurdin, Abdul Rahim; Yunus, Ahmad Yauri
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 3 No. 3 (2025): Jurnal Penelitian Teknik Sipil Konsolidasi, September 2025
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v3i3.3298

Abstract

On the Belopa Road Section – Palopo City Boundary KM. 333+800 in Salu Paremang Village, Kamanre District, Luwu Regency, Cilellang area, is a national road that is parallel to the Paremang River, approximately 5-10 meters away. As a result of water scouring during a flood in the Paremang River, it resulted in a downward slide so that the road was eroded and caused half of the road to collapse towards the river. The purpose of this study was to find out how to handle road landslides due to scouring of the Paremang River, and to calculate and analyze the methods of handling landslides on roads due to scouring of the Paremang River. This study uses the method of analysis of soil retaining, the soil retaining used is sheet pile retaining walls. The results of Sheet Pile calculations and analysis, namely the total required Sheet Pile Length is 32 m. The type of Sheet Pile used is Sheet Pile, SP II. As many as 3 rods per setting.
Co-Authors Ali, Muhammad Chaeder Amalia, Reski Arman Setiawan Asril, Muhammad Damayanti, Alilah Saskia Djalil, Sri Anggriany Faizal Faizal, Faizal Mallawangeng , Tamrin Merlyn, Ambarita Rusmiar Nasrah, Nasrah Natasia, Icha Palinoan, Leonardus Arnol Rahmatullah Rahmatullah Salsabila, Nurul Fadhilah Sulle, Alfrianto Barangan Yunianti, Nur Hadijah Yunus, Ahmad Yauri