cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Juhriyansyah Dalle
Contact Email
jitdets@gmail.com
Phone
-
Journal Mail Official
jitdets@gmail.com
Editorial Address
-
Location
Kab. banyumas,
Jawa tengah
INDONESIA
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 82 Documents
 4   5   6   7   8 
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.
To Stabilize Shear Strength Properties of an Unwanted Subgrade Soil Utilizing Rock Dust Qaim Shah; Kwabene Byemba; Garzali Gali; Ali Muhammad; Adnan Khan; Murad Khan
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 2
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.2.1

Abstract

When a pavement fails, the subgrade is displaced laterally due to the pavement absorbing water, excessive deflection, and differential settling of the material beneath the pavement. The purpose of the study is to determine how rock dust additions affect the stability and increased bearing capacity of certain soils in Mardan City. For the objective of stabilizing the native soil, the physical, chemical, and engineering qualities of the soil were investigated. The soils were then treated with additions (rock dust). Rock dust is added to soils with a percentage increase of 5%, 10%, and 15%, respectively, to stabilize soils from 0 to 85%. Atterberg limits (liquid limit, plasticity index, and plastic limit), Specific Gravity, gradations test, and direct shear test were performed on the treated sample. The exact temperature and moisture content for maturation were applied to all samples. The results of the particle size study indicated that the soil's gradation is thin. With the addition of rock dust, the plasticity index (P.I.), liquid limit (L.L.), and plastic limit (P.L.) were all reduced. With the addition of rock dust, it was discovered that the value of cohesion c reduced, and the angle of internal friction decreased. The Research revealed that rock dust, at an ideal concentration of 10%, is the best stabilizer for the case study (Toru Road, Mardan City).
Building Design for Lateral Earthquake Forces on a Multi-Story Reinforced Cement Concrete (RCC) Structure Including a Shear Wall Islam Mahidul; Arafat Easin; Meer Shafiul Azam
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 2
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.2.2

Abstract

The primary goal of this research was to determine how modifying the Shear Walls may improve the design of a multi-story skyscraper. Under static and dynamic load, four possible shear wall orientations for a 25-story skyscraper have been studied in line with BNBC 1993 rules using the analytical programme ETABS. Forces on columns and beams are seen to grow on the grid in the direction opposite to the movement of the Shear Wall from the building's centre of mass. Members' twisting moments are found to increase when the eccentricity between the geometric centre of the structure and the position of the shear wall is larger. Elements of the Shear Wall that are perpendicular to the displacement direction of the Shear Wall are less affected by the stress than those that are parallel to it. The building's lateral movement is constant in a zero-eccentricity example. However, if the Shear Wall is positioned erratically, the drift will be more pronounced on one side of the grid than the others. It is determined that the optimal location for the shear wall is where the building's centre of mass and centroid meet. Also this study Insights into eccentricity and its effect on lateral drift provided by the study offer recommendations for mitigating building sway and vibrations. By broadening the scope of the investigation to encompass the distinct consequences of seismic forces on various shear wall orientations, the signi
Water Pollution Hazards and Toxicity Caused by Textile Industries Effluent Ghulam Mujtaba; Noor Muhammad; Qaim Shah; Murad Khan; Nabeel K. Abbood
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 2
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.2.3

Abstract

Water pollution is a serious environmental problem that endangers both human health and ecosystems. Due to its heavy use of chemicals and water-intensive processes, the textile industry is one of the biggest contributors to water pollution. Water contamination occurs when effluent from textile manufacturing facilities enters water bodies including rivers, lakes, and groundwater after being improperly or not at all treated. These contaminants may have negative impacts on aquatic life, including reducing their capacity for reproduction, upsetting ecosystems, and even killing aquatic organisms. Furthermore, anyone who uses contaminated water sources for agriculture, pleasure, or drinking can face major health hazards. Heavy metals, volatile organic compounds (VOCs), surfactants, and other harmful substances are some of the pollutants identified in effluent from the textile industry. To reduce water pollution, this abstract emphasizes the critical necessity for sustainable practices in the textile industry for which different investigatory experimental performances were done to highlight and resolve the issue. Chloride content, turbidity and hardness tests were done to evaluate the hazards that are caused by the water pollution. It is possible to lessen the environmental impact of textile production and protect water resources for future generations by implementing efficient pollution prevention measures and adopting cleaner production techniques.
Optimum Utilization of Volcanic Rock as Pozzolana for the Maximum Compressive Strength of Mortar Zeeshan Ahmad; Muhammad Suleman; Masooma Sabtain; Muhammad Abdur Rehman Hamid; Waqas ur Rahman; Hamid Bilal
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 2
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.2.4

Abstract

This research describes the Dir-Utror volcanics in terms of geochemical analysis and compressive strength results to determine their Pozzolanic properties. Adding pozzolana to cement mortar enhances compressive strength by providing a supplementary binding material that reacts with calcium hydroxide to form additional cementitious compounds. This not only improves the overall durability of the mortar but also reduces the risk of cracks, making it an economically viable solution for constructing robust and long-lasting structures. For this purpose, this research concentrates on exploring the Pozzolanic characteristics using the X-ray Florescence technique, to illustrate chemical composition, and compressive strength test using 2 inch or 50 mm mortar cube. According to chemical composition and compressive strength results and by comparing it with the standard cube compression results with Ordinary Portland Cement (OPC), these materials are suitable to use as an additive or substitute for cement replacement. Four different samples were collected from the same region three of them, at 28 days of age, gave satisfactory results, while a single sample (sample 2) had less compression result than the standard cubes, cured for 28 days, according to the graphs’ trend lines. A total of 78 (2-inch) cubes were made, 6 considered to be standard (OPC) and 72 for 4 different samples. Three cubes for each ratio, such as by 15%, 25 and 35%, have been prepared and have taken the average value for each Pozzolan-ratio sample. The 1st series, 36 Pozzolan cubes’, compressive strength results were conducted after 14 days of age which was not as satisfactory as the 2nd series cured for 28 days of age.
Optimization of Engineering Properties and XRD Pattern of the Conventional Brick by Recycling the Discarded Cigarette Butts Shoaib Muhammad; Zeeshan Ahmad; Muhammad Abdur Rehman Hamid; Waqas ur Rahman; Talha Saleem; Muhammad Jahangir Khan
Journal of ICT, Design, Engineering and Technological Science Volume 7, Issue 2
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-7.2.5

Abstract

Cigarette butts are one of the integral pollutants that severely crank the major public spots like streets, roadsides, seashores, river canals, etc. Apart from this, they have a secondary effect in which they provide space for other trash materials. If they are not properly disposed of then they will slowly burn for an out three hours. Thousands of kilograms of harmful waste are created annually from a few tones of cigarettes produced worldwide. Because cellulose acetate filters are not very biodegradable, Cigarette Butts (CBs) accumulate in the environment. A portion of the findings from an ongoing study on repurposing cigarette butts into baked clay bricks are presented in this report. Cigarette butts have been utilized to make bricks for this project. Based on the test findings, the bricks' compressive strength was found to be 37%, 53.2%, and 79.7% lower than that of typical bricks, with CB percentages of 4, 8, and 12, respectively. Also, water absorption of the brick was increased by 8%, 16%, and 48 % with CB percentages 4, 8, and 12 respectively than normal brick water absorption. Thermal conductivity of bricks was also reduced with using CBs much in amount and thermal insulation was improved by almost 50% on 4% of CBs dosage which is the optimum percentage. XRD pattern shows the Sio2 quartz in maximum with some other ingredients like feldspar, hematite and orthoclase, etc. means that the results revealed amounts of heavy metals.
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.
Investigating the Influence of Trashed Polymeric Compounds (TPC) on the Mechanical Properties, XRD Pattern and Microstructure of the Brick Naheed Akhtar; Umer Zada; Ayaz Ahmed Soomro; Muhammad Arif; Muhammad Saad; Rahman Ullah
Journal of ICT, Design, Engineering and Technological Science Volume 8, 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-8.1.1

Abstract

Burnt clay brick is one of the major and widely used building units in masonry construction around the globe. The manufacturing of burnt clay bricks using waste plastics can minimize the environmental overburden caused by waste plastic deposition on open landfills and would also improve the brick performance at low production cost leading to more sustainable construction. This study aims to evaluate the effect of the waste Plastic in the clay bricks. In this study, the waste plastics were collected from local garbage areas respectively. Brick specimens were manufactured at an industrial brick kiln plant using various dosages (4%, 8%, and 12% by weight). The mechanical and durability properties along with microstructure of these bricks were studied. It was observed that clay bricks incorporating waste plastics have lower compressive strength compared to clay bricks without waste plastic. Scanning Electron Microscopy (SEM) analysis confirms the porous microstructure of the brick specimens incorporating plastics, which resulted in lesser unit weight leading to lighter and more economical structures. Furthermore, resistance against efflorescence was improved in all the tested bricks incorporating plastics. Based on this study, the thermal conductivity will be decreased if the shredded plastic in the bricks is increased. The weight of the brick also decreases if the shredded plastic in the brick is increased. The water absorption ratio will also be decreased if the plastic content in the bricks are increased. Overall implication of the study is it mitigates the plastic pollutions in the society and could reduce the issues of the carbon emissions to contribute to the struggle to fight climate change. The study indicates many economic benefits such as cost saving and could create different business ideas involving the recyclable plastic based bricks production ultimately boosting the economy.
Strength Analysis of Ultra-High-Performance U-H-P Steel Fibre Reinforced Mortar Part of Concrete Using Rice Husk Ash & Nano Silica Fume Kashif Alam; Arshad khan; Waqas Ur Rahman; Nadir Rehman Khattak; Muhammad Naveed Ur Rahman; Muhammad Abdur Rehman Hamid
Journal of ICT, Design, Engineering and Technological Science Volume 8, 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-8.1.2

Abstract

The purpose of this study is to provide Pakistani citizens with Ultra-High-Performance Concrete utilizing locally available resources. In an experimental study, steel fibres are combined with silica fume and rice husk ash when superplasticizers are present. Several different tests were done using completely different volumes and different amounts of ingredients from local supplies and steel fibres to investigate ultra-high-performance concrete. Results show that ultra-high-performance concrete can be produced using locally accessible material. There are differences in the compressive and flexural strengths of the Ultra High-Performance concrete. Every outcome is pleasing. Scanning electron microscopy and X-ray diffraction tests were also used to assess the ultra-high-performance concrete's microstructural analysis. The transition zone between fine aggregates and the cement paste is enhanced by the use of silica, according to X-ray diffraction and scanning electron microscopy test results. Dense packing is one of the main factors influencing concrete strength, and it is achieved by using a low water to-cement ratio. This observation is gained from Scanning Electron Microscopy and X-ray diffraction tests. The steel fibers in ultra-high-performance concrete inhibited the propagation of cracks in the matrix.

Page 6 of 9 | Total Record : 82

 4   5   6   7   8 

Filter by Year

2017 2026


Reset
Filter By Issues
All Issue Volume 9, Issue 2 Volume 9, Issue 1 Volume 8, Issue 2 Volume 8, Issue 1 Volume 7, Issue 2 Volume 7, Issue 1 Volume 6, Issue 2 Volume 6, Issue 1 Volume 5, Issue 2 Volume 5, Issue 1 Volume 4, Issue 2 Volume 4, Issue 1 Volume 3, Issue 2 Volume 3, Issue 1 Volume 2, Issue 2 Volume 2, Issue 1 Volume 1, Issue 2 Volume 1, Issue 1 More Issue