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    Comparative Analysis of Idaho and Micro-Deval Aggregate Degradation Test Methods 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 001
    Author(s): Linga M. Allam; Arya Ebrahimpour
    Publisher: American Society of Civil Engineers
    Abstract: In the United States, several states have adopted the Micro-Deval test (MDT) method for evaluating degradation characteristics of aggregates used in road construction. This paper compares MDT aggregate degradation data to ...
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    Discussion of “<i>A Simple Question about Consolidation</i>” by John M. Schmertmann (January, 1983) 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 005
    Author(s): Mehter M. Allam; A. Sridharan
    Publisher: American Society of Civil Engineers
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    Discussion: Triaxial A‐Value versus Swell or Collapse for Compacted Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): Retnamony G. Robinson; Mehter M. Allam
    Publisher: American Society of Civil Engineers
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    Response Spectrum Analysis of Suspension Bridges for Random Ground Motion 

    Source: Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 006
    Author(s): Said M. Allam; T. K. Datta
    Publisher: American Society of Civil Engineers
    Abstract: The response spectrum method of analysis for suspension bridges subjected to multicomponent, partially correlated stationary ground motion is presented. The analysis is based on the relationship between the power spectral ...
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    Estimation of Residual Stresses in Hydraulically Expanded Tube-to-Tubesheet Joints 

    Source: Journal of Pressure Vessel Technology:;1998:;volume( 120 ):;issue: 002:;page 129
    Author(s): M. Allam; A. Chaaban; A. Bazergui
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The knowledge of residual stresses introduced in the tubes of heat exchangers during their expansion in the tubesheet holes is important because of their effect on the structural integrity of ...
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    Wear Studies of Tungsten Carbide Cutting Tools Using Micro-Beam Techniques 

    Source: Journal of Tribology:;1999:;volume( 121 ):;issue: 001:;page 177
    Author(s): J. Nickel; A. N. Shuaib; I. M. Allam
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Particle accelerator based μ-PIXE and μ-RBS techniques along with optical microscopy, SEM and EDS were employed to examine the worn faces of uncoated tungsten carbide inserts used for cutting ...
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    Axial Strength of Tube-to-Tubesheet Joints: Finite Element and Experimental Evaluations 

    Source: Journal of Pressure Vessel Technology:;2002:;volume( 124 ):;issue: 001:;page 22
    Author(s): M. Allam; A. Bazergui; Emeritus Professor of Mechanical Engineering
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Because of their importance for the integrity of heat exchangers, the strength of tube-to-tubesheet joints, and particularly their axial strength, is of special interest. A finite element model ...
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    Partial Loss of Support and Frame‐Soil Interaction 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 012
    Author(s): Mehter M. Allam; Kanakapura S. Subba Rao; B. V. V. Subramanya
    Publisher: American Society of Civil Engineers
    Abstract: An interaction analysis has been conducted to study the effects of a local loss of support beneath the beam footing of a two‐bay plane frame. The results of the study indicate that the magnitude of increase in the bending ...
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    Experimental Investigation of Heat Exchanger Tubesheet Hole Enlargement 

    Source: Journal of Pressure Vessel Technology:;2003:;volume( 125 ):;issue: 001:;page 19
    Author(s): A. N. Shuaib; M. K. Khraisheh; I. M. Allam; S. S. Al-Anizi; N. Merah
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An experimental study has been conducted to evaluate the effect of roller expansion of heat exchanger tubes in enlarged tubesheet holes on joint strength, tube wall reduction (i.e., thinning), ...
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    Discussions and Closure: Cyclic Swelling Behavior of Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): Robert W. Day; Retnamony G. Robinson; Mehter M. Allam; A. S. Al-Homoud; A. A. Basma; A. I. Husein Malkawi; M. A. Al Bashabsheh
    Publisher: American Society of Civil Engineers
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