Vol 13 Issue 1 April 2025-September 2025

Abstract: Ferrocement is a mortar that incorporates wire mesh or bars within a cement mortar structure. This study examines the flexural performance of ferrocement slabs, which were prepared using both potable water and seawater and reinforced with glass fiber bars (GFRP). The research primarily encompasses the impact of the seawater-to-potable water ratio, where seawater content is gradually increased while limiting potable water in five different mortar mixtures . Additionally, various longitudinal reinforcement ratios are analyzed.

The study encompasses an evaluation of fresh mortar properties, including the mechanical specifications of compressive strength. Furthermore, the flexural behavior of seven one-way slabs is examined. The results indicate that the inclusion of seawater in the mixing water led to an increase in early-age compressive strength. However, increasing seawater content did not have a notable impact on failure behavior. It did lead to a significant reduction in cracking load, with a minor change in failure load, as well as deflection results and fiber and mortar stresses.

Conversely, different longitudinal reinforcement ratios had the opposite effect. The use of 0.37% and 1.25% longitudinal reinforcement was inversely related to crack width and deflection while being directly correlated with cracking load. Similar trends were observed for failure load.

Keywords: Ferrocement; High-performance mortar; GFRP Bars; Flexural behavior; Seawater.

Title: The Behavior of Ferro-Cement Slabs Reinforced with FRP Bars and Mixed with Seawater under Flexural Loading

Author: Ahmed K. Dagher, Khaled Samy, Hesham A. Haggag, Ahmed M. Ahmed

International Journal of Civil and Structural Engineering Research  

ISSN 2348-7607 (Online)

Vol. 13, Issue 1, April 2025 - September 2025

Page No: 84-96

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Published Date: 01-September-2025

Abstract: This study investigated buckling of thin-wall columns with general unsymmetrical open section under a combination of bending and twisting. It formulated the equation for torsional-flexural buckling analysis of thin-walled column with general unsymmetrical open section using the principle of Ritz energy formulations. The analysis considers thin-walled columns with open cross-sections of arbitrary slope. During the buckling process, the deformation is assumed to involve a combination of twisting and bending around two axes of the cross-section. The total potential energy functional was derived as the sum of the strain energy functional, U and the potential energy due to the external compressive load, V. The governing equations were found to reduce to a system of algebraic eigenvalue – eigenvector problem. The buckling equation was determined for general asymmetric column sections. The buckling modes were evaluated as flexural torsional buckling modes. Generally, the critical buckling loads decreased as the length of the column increased. The findings are in excellent agreement with Jerath (2020)’s solution for thin-walled columns with general nnsymmetrical open section, and with hinged (simply supported) conditions at the ends x = 0, and x = L. The buckling mode was found to be a cubic polynomial.

Keywords: Unsymmetricalcolumns, flexural torsional buckling mode, algebraic eigen vector problem, cubic polynomial.

Title: BUCKLING ANALYSIS OF A THIN-WALLED COLUMN WITH GENERAL UNSYMMETRICAL OPEN SECTION UNDER A COMBINATION OF BENDING AND TWISTING

Author: Nwachukwu Ikenna Marcel, David Ogbonna Onwuka, Ulari Sylvia Onwuka, O. M. Ibearugbulem, F.C. Njoku

International Journal of Civil and Structural Engineering Research  

ISSN 2348-7607 (Online)

Vol. 13, Issue 1, April 2025 - September 2025

Page No: 70-83

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Website: www.researchpublish.com

Published Date: 20-August-2025

Abstract: As the global focus on sustainable sports infrastructure intensifies, re-evaluating the materials used in artificial turf football fields has become imperative especially infill materials, which significantly influence both athletic performance and structural integrity. Although recycled tire rubber remains a common infill choice due to its durability, it poses substantial environmental and health risks, including elevated carbon emissions, microplastic contamination, and detrimental effects on soil and groundwater. Addressing these concerns, this study explores the economic viability, ecological footprint, athletic performance, and structural resilience of alternative infill options to support more sustainable design practices in sports infrastructure.

A multidisciplinary methodology is adopted, incorporating Cost-Benefit Analysis (CBA) for assessing economic feasibility, Life Cycle Assessment (LCA) for evaluating environmental impact, and performance testing through Finite Element Analysis (FEA) and Computational Fluid Dynamics (CFD). The investigation reveals that alternative infills provide marked improvements over conventional rubber in multiple dimensions. Sand, for instance, cuts operational expenses by 50% and reduces carbon emissions by 90%, emerging as the most environmentally sustainable choice. Cork excels in athletic metrics—lowering injury incidence by 25% and increasing ball velocity by 15% making it an attractive option for modern sporting environments.

The results underscore the necessity for a transition in artificial turf infill selection, balancing environmental responsibility with athletic excellence. The study advocates for enhanced environmental regulations, fiscal incentives to encourage the adoption of sustainable materials, and legislative action to decrease reliance on rubber infill. It also stresses the role of educational initiatives aimed at policymakers and sports facility developers. Finally, the study recommends extended longitudinal research to evaluate the performance of these alternatives under diverse climatic conditions, further supporting their global implementation.

Keywords: Sustainability, artificial turf, rubber infill, alternative materials, life cycle assessment, sports performance, economic feasibility, structural stability.

Title: Engineering Evaluation of Sustainable and Environment Friendly Infill Materials Used in Artificial Turf for Football Fields

Author: Talal Abdulaziz Jumah

International Journal of Civil and Structural Engineering Research  

ISSN 2348-7607 (Online)

Vol. 13, Issue 1, April 2025 - September 2025

Page No: 49-69

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Published Date: 11-July-2025

Abstract: India is one of the fastest-growing economies in the world and has the second-largest road network globally. The road network is a crucial component of the transportation sector, making it the right time to develop and implement a road maintenance management system. Currently, the measurement of pavement distress is carried out through physical inspections alone. If the cost of maintenance exceeds the cost of road reconstruction, it becomes an uneconomical option. Therefore, there is a need for an economically viable solution. This study focuses on assessing the quantity and severity of pavement distress to evaluate the condition of the road network in the Sangli district. By analysing the distress data, a priority list for maintenance activities within the selected road network is established, along with the development of a maintenance management system. An economic analysis is conducted to compare the costs of maintenance versus reconstruction, providing a clear differentiation between the two. The road maintenance management system aims to ensure that maintenance is carried out at the appropriate time, optimizing the overall management of the road network.

Keywords: Distress measurment, Distress severity, Pavement condition index, Sangli district.

Title: Pavement Maintenance and Management System for Sangli District

Author: Prajwal S. Patil, Bhagyashree Khartode

International Journal of Civil and Structural Engineering Research  

ISSN 2348-7607 (Online)

Vol. 13, Issue 1, April 2025 - September 2025

Page No: 42-48

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Published Date: 13-June-2025

Abstract: This paper presents a value-added approach to improving ground stability and mitigating foundation failures using geogrids as a reinforcement material in weak foundation soils. The primary focus of this research was to evaluate geogrids as an effective and sustainable solution for enhancing the load-bearing capacity and structural reliability of foundations constructed on weak or problematic soils. The reinforcement system using geogrids was designed to increase the shear strength of soil and reduce settlement by integrating geosynthetic materials within the soil mass. This paper aims to develop a comprehensive understanding of the behavior of geogrid-reinforced soil systems with the sole goal of promoting their application, both in new construction and foundation remediation projects. This research began by reviewing various remediation systems or strategies used in combating foundation failure, that is, their effectiveness, efficiency, and limitations. It further discussed the use of geosynthetics, particularly geogrids, as a remedy for foundation reinforcement. Characteristics, mechanical properties, efficiency, and their wide range of applications was critically analyzed to gauge their suitability as a reinforcement material.  Furthermore, the research focused on identifying the limitations and practical deployment challenges of geogrid-reinforced foundations. To achieve this, the study analysed experimental evaluations to assess the degree of improvement achieved by geogrid reinforcement. This study ultimately provides an assessment of the feasibility, efficiency and potential for geogrids as a remedial method for addressing foundation failures in weak soils.

Keywords: geogrids, geosynthetics, foundation reinforcement, weak soils, ground improvement, structural remediation.

Title: The Use of Geogrids in the Reinforcement of Weak Foundation Soils: A Remedial Strategy for Improving Ground Stability

Author: Edrian Onyango, Faith Melody Ouma, Neema Sunduli, Dr. Eng. Clement Kiptum, Dr. Eng. Nancy Tanui

International Journal of Civil and Structural Engineering Research  

ISSN 2348-7607 (Online)

Vol. 13, Issue 1, April 2025 - September 2025

Page No: 33-41

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Website: www.researchpublish.com

Published Date: 16-May-2025

Abstract: The Arabian Gulf region, characterized by its extreme environmental conditions, poses unique challenges for the durability and performance of exterior furniture coatings. High temperatures, intense ultraviolet (UV) radiation, humidity, and airborne salinity create a harsh setting that accelerates the degradation of protective coatings. This article explores the materials, application methods, and resistance strategies tailored to ensure the longevity and aesthetic appeal of outdoor furniture in such climates. By examining the interplay of environmental stressors, coating technologies, and maintenance practices, we aim to provide a comprehensive guide for manufacturers, designers, and consumers seeking durable solutions.

Keywords: Arabian Gulf region, exterior furniture coatings, intense ultraviolet (UV) radiation, manufacturers, designers, outdoor furniture, environmental stressors, coating technologies.

Title: Durability and Performance of Exterior Furniture Coatings in Arabian Gulf Climates: Materials, Methods, and Resistance Strategies

Author: Abdullah S. Alsimairi

International Journal of Civil and Structural Engineering Research  

ISSN 2348-7607 (Online)

Vol. 13, Issue 1, April 2025 - September 2025

Page No: 29-32

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Published Date: 15-May-2025

Abstract: Concrete, as one of the most widely used construction materials globally, plays a critical role in the built environment but is also associated with significant environmental impacts due to its energy-intensive production and contribution to carbon emissions. This research explores innovative advancements in concrete technologies aimed at reducing its environmental footprint, particularly in the context of energy piles and thermal energy applications. Through a synthesis of recent studies, including the integration of phase change materials (PCMs), steel fibers, graphite, silicon carbide (SiC), and helical heat exchangers, this paper evaluates how modifications to concrete composition and pile design improve energy efficiency, mechanical performance, and thermal stability while minimizing environmental harm. The findings underscore the potential of enhanced concrete technologies to contribute to sustainable construction and climate change mitigation.

Keywords: Concrete, energy-intensive production, carbon emissions, climate change mitigation.

Title: Concrete & Reduction of Environmental Impact

Author: Talal A H Jumah

International Journal of Civil and Structural Engineering Research  

ISSN 2348-7607 (Online)

Vol. 13, Issue 1, April 2025 - September 2025

Page No: 21-28

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Published Date: 11-April-2025

Abstract: The construction industry has been under increasing pressure to adopt sustainable practices due to its significant contribution to global energy consumption and carbon emissions. Among its key materials, concrete—despite its robustness and versatility—poses environmental challenges, particularly due to the energy-intensive production of cement. This paper investigates sustainable energy solutions in concrete production and usage, focusing on thermal efficiency, material innovation, and economic feasibility. Using experimental data on lightweight thermal concrete systems incorporating insulation and alternative aggregates, the study evaluates their performance in real building environments. Thermal conductivity tests, cost analysis, and durability metrics reveal that incorporating materials such as perlite, pumice, and expanded clay significantly enhances energy conservation without compromising structural integrity. Moreover, when compared with traditional concrete, these solutions offer measurable reductions in operational energy consumption and lifecycle costs. The research further discusses implementation challenges, long-term sustainability impacts, and policy recommendations for broader adoption. Findings affirm that energy-optimized concrete is not only technically viable but also economically advantageous, supporting the transition toward greener construction practices.

Keywords: construction industry, sustainable energy solutions, material innovation, and economic feasibility.

Title: Sustainable Energy Solution of Concrete & Its Economic Feasibility

Author: SADEQ Y I BUMEJDAD

International Journal of Civil and Structural Engineering Research  

ISSN 2348-7607 (Online)

Vol. 13, Issue 1, April 2025 - September 2025

Page No: 10-20

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Published Date: 11-April-2025

Abstract: Steel fly ash silos are critical components of industrial plants, particularly in the cement and power generation industries, where fly ash is stored for further use or disposal. Due to their height, large mass, and storage capacity, these structures are subjected to various forces, with seismic conditions being one of the most significant considerations for their stability. This paper explores the impact of seismic conditions on steel fly ash silos, focusing on design considerations and guidelines as per IS 1893:2024, which provides the criteria for seismic design of structures in India.

Keywords: Elephant's foot buckling, Seismic vulnerability, Importance Factor, Dynamic Analysis, Base Isolation, energy-dissipation properties, soil-structure interaction, Response Spectrum Analysis, Silo Tipping.

Title: Understanding the Effect of Seismic Condition of Steel Silo, as per IS 1893:2024

Author: Dr. Amit Bijon Dutta, Durgesh Shukla

International Journal of Civil and Structural Engineering Research  

ISSN 2348-7607 (Online)

Vol. 13, Issue 1, April 2025 - September 2025

Page No: 1-9

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Website: www.researchpublish.com

Published Date: 10-April-2025