E: Civil & Structural (127)
GJRE: E
Comparison of Isolated Pad Footing and Beam-Slab Isolated Footing based on Varying the Footing size and Grade of Steel
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 5 This paper presents a comparison of isolated pad footing with the Beam-Slab Isolated footing. In this paper beams have been introduced in the isolated pad footing to accommodate the tension in the footing. This in return reduces the overall depth of the footing. The design has been carried out to satisfy the Flexural and shear values for the foundation as per IS 456:2000. The diameter of...
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Authors Ishani SingalRead Journal Click Here
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Page No. 35 to 40
Elasto-Plastic Transient Dynamic Response of Tubular Section Steel Cantilever Beam under Impact Loading
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 5 This paper presents the outcome of an experimental and theoretical investigation into the loadcarrying capacity of Fiber Reinforced Polymer (FRP) I-section beams subjected to four-point loading. The overall lateral-torsional buckling, web and flange local buckling as well as material rupture load estimates are also made using the American Society of Civil Engineers’ Load...
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Authors Ali Al Aloosi, Zia RazzaqRead Journal Click Here
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Page No. 7 to 15
Development of the Water Infrastructure in the Estuarine Part of Niger Delta to Ameliorate the Prevailing Transportation Problems
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 5 The problems facing the river transportation in estuarine region of Niger Delta were studied. The study revealed the problems, the effect of river transportation on the social-economic life of the communities, and the state of the terminals and jetties in those communities. The study also made some useful observation and recommendations were made. It is hoped that this study will assist ...
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Authors B.O. Adegbenle, A.A. OlatunjiRead Journal Click Here
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Page No. 17 to 24
Applying Decision Making with Analytic Hierarchy Process (AHP) for Maintenance Strategy Selection of Flexble Pavement
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 5 This paper aimed to develop methods and tools for supporting maintenance management system for transportation. This is done by using Multicriteria Decision Making Process techniques. Also analytic hierarchy process (AHP) were applied to evaluate the techniques that are used for maintaining the road pavements. Software named AHPM (Analytic Hierarchy Process Model) was developed using MATL...
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Authors Asma Th. Ibraheem, Noor S. AtiaRead Journal Click Here
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Page No. 25 to 34
Lateral-Torsional Buckling of FRP I-Section Beams
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 5 This paper presents the outcome of an experimental and theoretical investigation into the loadcarrying capacity of Fiber Reinforced Polymer (FRP) I-section beams subjected to four-point loading. The overall lateral-torsional buckling, web and flange local buckling as well as material rupture load estimates are also made using the American Society of Civil Engineers’ Load...
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Authors Mojtaba B. Sirjani, Zia RazzaqRead Journal Click Here
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Page No. 1 to 5
Statistical Analysis of the Variability in Shotcrete Strength
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 4 The variability in the strength of sprayed concrete was investigated and compared to that of counterpart lab-cast concrete. Statistical parameters were utilised in order to analyse the results based on a statistical approach. Two types of sprayed concrete were investigated; plain and fibre reinforced. The variations in the results were examined within the same typeof sprayed concrete and...
Pile Load Testing and Determining Bearing Capacity of Cast in Situ Pile: A Case Study
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 4 Piles are designed to transfer the load of superstructure to the deeper harder soil strata crossing the upper weaker strata of soil. Cast in situ piles are usually designed by many analyses and using many empirical formulas. But due to a great degree of prevailing uncertainties of subsoil behavior, variation of strata in the same site, diversity in the procedure of construction applied a...
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Authors Fatema Sultana, Nusrat Khanum Zinia, Farjana Akter, Md. Motiur Rahman KhanRead Journal Click Here
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Page No. 41 to 45
Evaluation of Economic, Environmental and Safety Impact of At-Grade Railway Crossings on Urban City of Developing Country
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 4 Running through the densely populated urban areas railway has an inherent weakness of generating congestions at the at-grade crossings or level crossings (LC). It is responsible for economic losses, emission of harmful gases, and increase in accident risks for roadway traffic. Realizing these effects many of the developed countries have adopted various solutions starting from automatic g...
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Authors Md. Mehedi Hasnat, Dr. Md. Shamsul Hoque, Md. Rakibul IslamRead Journal Click Here
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Page No. 1 to 11
Solution to Rapid Plastic Deformation and Short Service Life of Flexible Pavements in Bangladesh using Cement Stabilization
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 4 The main objective of this research is to provide a solution to the rapid plastic deformation of flexible pavements due to moisture effect and heavy loading thus increasing the service life of flexible pavements. It is a common phenomena in Bangladesh that pavements undergo critical damage due to uncontrolled traffic flow, heavy loading and weather effect. Bangladesh has a subtropical mo...
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Authors Md Ibtesam Hossain, Md Wasim AtherRead Journal Click Here
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Page No. 25 to 30
Effect of Some Factors on the Dynamic Response of Reinforced Cylindrical Shell with a Hole on Elastic Supports Subjected to Blast Loading
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 4 This paper presents the finite element algorithm and calculation method of reinforced cylindrical shell with a hole under blast loading. Using the programmed algorithm and computer program written in Matlab environment, the authors solved a specific problem, from which examining the effects of structural and loading parameters to the dynamic response of the shell. ...
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Authors Nguyen Thai Chung, Le Xuan ThuyRead Journal Click Here
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Page No. 31 to 39
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Column-Base Plate Connection under Monotonic Load: Experimental and Theoretical Analysis
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 3 Connections in steel structures have an important impact on the behavior of the entire structure. One of them existed in the connection of column to base plate. The appropriate understanding of structural connections behavior and the awareness of how transmission of power occurred by their connections and more accurate understanding of their behavior is essential for modeling and structu...
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Authors Seyed Mostafa Shabanian ,Gholamreza Abdollahzadeh, Amir Sina TavakolRead Journal Click Here
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Page No. 43 to 50
Application of Initial Value Model in Circular Cylindrical Shell Analysis
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 3 This study simulated underground circular cylindrical shell structure to serve as water reservoir under known soil characteristics and conditions. Cognizance of prevailing acute scarcity of portable water supply, more often than not, during each year, this structural facility was also simulated for study under two distinct situations namely: when it is empty and when it is full of water....
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Authors Mbanusi E. C., Obodoh D. A., Ezeokonkwo J. U., Ogunoh P. E., Okolie K. C.Read Journal Click Here
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Page No. 31 to 41
Geo-Technical Investigation on Black Cotton Soils
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 2 Black cotton soils are predominantly available in India. Though black cotton soil plays a vital role in agriculture but it is posing many difficulties in civil engineering aspect. All the black cotton soils are not expansive soils and all the expansive soils are not black in color. These soils passed high strength in summer and decreased rapidly in winter. The soil has a swelling propert...
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Authors B. Vinod, Prithanjali Shende, Md. Hyder BabaRead Journal Click Here
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Page No. 27 to 30
Experimental Investigation of Unreinforced and Reinforced Masonry Slab
Published In: GJRE Part: E: Civil & Structural Volume: 16 Issue: 2 Unreinforced Brick masonry is a non-homogeneous material made of bricks as the building units and the mortar as the interface material. Brick masonry has a high compressive strength under vertical loads but has a low tensile strength against bending. Reinforced brick masonry show greater resistance against shear and bending. Brick masonry slab have good appearance, fire resistance capaci...
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Authors Mahmudul Hasan Mizan, Mishuk MajumderRead Journal Click Here
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Page No. 7 to 14