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Journal of ICT, Design, Engineering and Technological Science
Published by Universitas Muhammadiyah Purwokerto
ISSN : -     EISSN : 26042673     DOI : https://doi.org/10.33150/JITDETS-8.1.1
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Mechanical Engineering
Journal of ICT, Design, Engineering and Technological Science (JITDETS) focuses on the logical ramifications of advances in information and communications technology. It is expected for all sorts of experts, be it scientists, academicians, industry, government or strategy producers. It, along these lines, gives an exceptional discussion to papers covering application-based research subjects significant to assembling procedures, machines, and process reconciliation. JITDETS maintains the high standard of excellence of publishing. This is guaranteed by subjecting each paper to a strict evaluation strategy by individuals from the universal publication counseling board. The goal is solid to set up that papers submitted do meet all the requirements, particularly with regards to demonstrated application-based research work. It is not satisfactory that papers have a hypothetical substance alone; papers must exhibit producing applications.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 5 Documents
 1 
Search results for , issue "Volume 7, Issue 1" : 5 Documents clear
Reuse of Non-Degradable Waste Polyethylene Bottles for Ground Improvement Murad Khan; Muhammad Haseeb Zaheer; Hamayun Khan Kakar; Zohaib Ullah; Khuda Bukhsh
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 1
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.1.1

Abstract

This paper proposes the use of waste plastic bottles as a soil stabilizer. Plastics have always been difficult to dispose of since they are non-biodegradable. Today's building industry is in desperate need of low-cost materials to improve soil strength and bearing capacity. Waste plastic can be used to improve the geotechnical qualities of poor-grade soil. One of the most prevalent problems with recycling plastic is that it is typically made up of more than one type of polymer or has fibers added to it for increased strength. To measure the impact of plastic trash, various tests such as California bearing ratio (CBR), standard proctor, specific gravity and atterberg limits were performed on various samples. The current research discusses the current state of utilization of various waste plastics for soil enhancement in terms of geotechnical parameters. Outcomes of the experimental performance indicate that plastic waste can be used for soil stabilization and to alleviate the difficulty of disposing of plastic waste as well as resolving environmental issues.
Retrofitting of Short Columns by Utilizing Different Galvanized Steel Meshes to Improve Strength Properties Adnan Khan; Murad Khan; Ghulam Mujtaba; Julius Olayinka Olaniregun; Muhammad Bilal
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 1
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.1.2

Abstract

Retrofitting is the process of adding modern systems to older buildings to make them sustainable. Retrofitting of RC short columns may be defined as an attempt to restore the original strength and stiffness of damaged as well as deteriorated RC short columns. The main purpose of this research project is that many older structures today require strengthening their existing civil engineering infrastructure. The reasons are deterioration by aging or corrosion caused by environmental factors, load increase because of a change of function in the structure, or poor design which does not meet the present more stringent design requirements such as in earthquake areas. In this research, Welded wire mesh was used for Retrofitting to study its confining effect. UN retrofitted & Retrofitted Columns are crushed in UTM. The result observed was positive with a high percentage of increase in strength properties particularly in the case of utilizing square iron mesh which is 14.87% and 34.44% in compressive and tensile strength respectively.
Experimental Study on the Effects of Freeze-Thaw Progressions and Performance of Soil with Non-Toxic Bio-Enzyme Garzali Gali; Adnan Khan; Salman khan; Shahzad khalil; Qaim Shah; Murad Khan
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 1
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.1.3

Abstract

The Yakhtangay (Cold Valley) in District Shangla is encountering severe freeze-thaw cycles due to its elevated location and cold weather conditions. Repeated cycles of freeze-thaw action on soil cause it to lose strength, leading to settlement and a decrease in compressive strength. The objective of the study is to investigate the potential of terrazyme in enhancing the compressive strength of soil subjected to freeze and thawing cycles. Terrazyme, a bio enzyme obtained from plants and soluble in water, can reduce the water content from the soil while increasing inter-particle cohesion, leading to improved soil strength. The laboratory tests were conducted on both treated and untreated soil samples, and their properties were compared. The experimental study also included performing tests such as grain size distribution, Atterberg's limits, compaction, and compressive strength on the soil samples. Unconfined Compression Samples (UCS) were prepared and tested for freeze and thaw cycles in treated and untreated forms. The research utilized the optimal amount of Terrazyme, reducing water moisture content from 13% to 11%. Furthermore, using Terrazyme significantly increased soil compressive strength, with an improvement of 40%. Based on the study's results, terrazyme is proposed as a highly effective soil admixture that can significantly enhance soil properties—particularly its resistance against the negative impact of freeze-thaw cycles. This study can be implicated practically to avoid freeze-thaw problems in the soil of cold regions and can be proved fruitful for the researchers to study on the particular and related topics.
Synergic Influence of River Gravels and Crushed Aggregates on the Mechanical Properties of Concrete Arif Usman; Muhammad Haris Javed; Farhan Abbas; Faraz Ali Channa; Sami Ullah
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 1
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.1.4

Abstract

The study aims to replace crushed aggregate with river gravel and analyze the results of both the concrete, and compare them with each other. From the comparison, it was found that the workability of concrete was high about 19% when river gravel was used in concrete and was low when crushed aggregate was used in concrete. On the other side, the combination of both Quarry and river gravel was found to be 36% less workable than river gravel. This was because of the crushed used with river gravel crush aggregate has a greater surface and diamond cut. Comparing the Compressive strength of Quarry, gravel, and the combination of both it was observed that on average Quarry and Gravel combination concrete was 20 % stronger than concrete with quarry crushed used as aggregate and 10 % stronger than river gravel. The river gravel can be used as aggregate in concrete in a lighter structure or foundation to provide a hard and level surface.
Development and Assessment of the Mechanical Properties of the Lightweight Brick Masonry Unit Utilizing Expanded Polystyrene Beads (EPB) Muhammad Umair; Kazim Ali; Salman Khan; Muhammad Farhan Aslam; Huma Rahman; Sami Ullah
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 1
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.1.5

Abstract

The application of polystyrene beads as a sustainable substitute in the production of soil-based bricks is investigated in this study. The objective of the research is to evaluate the mechanical and thermal characteristics of soil-brick composites at ratios of 4%, 8%, and 12% that contain different amounts of polystyrene beads. The purpose of the study is to determine how the inclusion of polystyrene beads affects the final composite bricks' insulating properties and structural integrity. Initial results indicate that the addition of polystyrene beads noticeably affects the mechanical and thermal properties of the composite bricks. According to preliminary findings, insulating qualities may get better as polystyrene ratios rise, but maintaining structural integrity requires striking a compromise. The results of this study provide important new information on the feasibility of using earth bricks augmented with polystyrene as an energy- and environmentally-friendly building material. More research and optimization efforts are advised to improve the composition and overall performance of these composite bricks for use in sustainable buildings.

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