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    Influence of Microsilica on Protection from Chloride‐Induced Corrosion of Reinforcing Steel 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 002
    Author(s): S. Ehtesham Hussain; Rasheeduzzafar
    Publisher: American Society of Civil Engineers
    Abstract: Accelerated corrosion tests were carried out on reinforced‐concrete specimens made with plain and 10% and 20% microsilica‐blended cements. Time to corrosion initiation and corrosion rates of reinforcing steel were measured. ...
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    Effect of Temperature and Salt Contamination on Carbonation of Cements 

    Source: Journal of Materials in Civil Engineering:;1996:;Volume ( 008 ):;issue: 002
    Author(s): Mohammed Maslehuddin; C. L. Page; Rasheeduzzafar
    Publisher: American Society of Civil Engineers
    Abstract: This research was conducted to evaluate the concomitant effect of chloride and sulfate contamination and high temperature and humidity on carbonation in plain and blended cements. The cement mortar specimens were contaminated ...
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    Strength and Corrosion Resistance of Superplasticized Concretes 

    Source: Journal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 001
    Author(s): Mohammed Maslehuddin; Rasheeduzzafar; Abdulaziz Ibrahim Al‐Mana
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports results of an investigation evaluating the strength development and long-term corrosion resistance of concrete mixes incorporating a superplasticizer, two fly ashes, and a natural pozzolan. The compressive ...
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    Stress Distribution in Deep Beams with Web Openings 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author(s): M. Haque; Rasheeduzzafar; A. H. J. Al‐Tayyib
    Publisher: American Society of Civil Engineers
    Abstract: The present work is a photoelastic investigation of the stress distribution in deep beams with and without web openings. The general form of stress diffusion has been established and the critical zones have been identified. ...
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    Seismic Response of Masonry Buildings with Sliding Substructure 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 009
    Author(s): Mohammed Qamaruddin; Rasheeduzzafar; Anand S. Arya; Brijesh Chandra
    Publisher: American Society of Civil Engineers
    Abstract: In spite of poor record of safety of masonry buildings during past earthquakes, it continues to be the most common method of building construction. A building system, is considered here to investigate the ground motion ...
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    Rebar Corrosion and Sulfate Resistance of Blast‐Furnace Slag Cement 

    Source: Journal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 002
    Author(s): A. S. Al‐Gahtani; Rasheeduzzafar; S. S. Al‐Saadoun
    Publisher: American Society of Civil Engineers
    Abstract: This study was designed to evaluate the relative corrosion and sulfate resistance of concrete made with portland cements containing 2%–14%
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    Closure to “Performance of Repair Materials Exposed to Fluctuation of Temperature” by A. S. Al-Gahtani, Rasheeduzzafar, and A. A. Al-Mussallum 

    Source: Journal of Materials in Civil Engineering:;1996:;Volume ( 008 ):;issue: 003
    Author(s): A. S. Al-Gahtani; Rasheeduzzafar; A. A. Al-Mussallam
    Publisher: American Society of Civil Engineers
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    Corrosion Cracking in Relation to Bar Diameter, Cover, and Concrete Quality 

    Source: Journal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 004
    Author(s): Rasheeduzzafar; S. S. Al‐Saadoun; A. S. Al‐Gahtani
    Publisher: American Society of Civil Engineers
    Abstract: Concrete cover, concrete quality, and bar size have a significant effect on corrosion initiation and corrosion cracking. This paper attempts to quantify the effect of these three parameters in providing corrosion protection ...
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    Corrosion of Reinforcing Steel in Fly Ash Blended Cement Concrete 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 003
    Author(s): S. S. Al‐Saadoun; Rasheeduzzafar; A. S. Al‐Gahtani
    Publisher: American Society of Civil Engineers
    Abstract: Using a technique for accelerated corrosion monitoring, corrosion‐resisting characteristics of reinforcement of four plain and 36 fly ash blended cement concretes have been evaluated. Three fly ashes of bituminous, ...
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    Performance of Repair Materials Exposed to Fluctuation of Temperature 

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 001
    Author(s): A. S. Al-Gahtani; Rasheeduzzafar; A. A. Al-Mussallam
    Publisher: American Society of Civil Engineers
    Abstract: The repair performance of resinous and cementitious materials exposed to static and fluctuating temperature conditions has been evaluated in this study, which is of importance for the repair of concrete structures in the ...
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