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    Discussion of “<i>New Models for Rock Joints and Interfaces</i>” by Francois E. Heuz and Timothy G. Barbour (May, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author(s): Md. M. Zaman
    Publisher: American Society of Civil Engineers
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    Sanding: An Expert-System Approach for Assessment and Control in Wells 

    Source: Journal of Energy Resources Technology:;1997:;volume( 119 ):;issue: 004:;page 223
    Author(s): M. Kanj; J.-C. Roegiers; M. Zaman
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The sand production problem is plaguing the petroleum industry by its adverse effects on thousands of oil and gas fields throughout the world. A tremendous amount of money is spent each year ...
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    Environmental Effects on Durability of Aggregates Stabilized with Cementitious Materials 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 001
    Author(s): N. N. Khoury; M. M. Zaman
    Publisher: American Society of Civil Engineers
    Abstract: The present study focuses on investigating the effect of freeze–thaw (FT) cycles, referred to as environmental effect in this paper, on aggregates stabilized with various stabilizing agents, namely, cement kiln dust (CKD), ...
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    Nanoscale Evaluation of Moisture Damage in Polymer Modified Asphalts 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 007
    Author(s): Rafiqul A. Tarefder; Arif M. Zaman
    Publisher: American Society of Civil Engineers
    Abstract: The moisture damage in polymer modified asphalts has been studied for decades, yet the effects of chemical functional groups on moisture sensitivity are not known. In this study, a nanoscale experiment is conducted to ...
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    Engineering Properties and Moisture Susceptibility of Silty Clay Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 012
    Author(s): Pranshoo Solanki; Naji Khoury; M. M. Zaman
    Publisher: American Society of Civil Engineers
    Abstract: A laboratory study was undertaken to evaluate the effectiveness of different percentages of hydrated lime, class C fly ash (CFA), and cement kiln dust (CKD) as soil stabilizers. Cylindrical specimens were compacted and ...
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    Pore Collapse in Weakly Cemented and Porous Rocks 

    Source: Journal of Energy Resources Technology:;1994:;volume( 116 ):;issue: 002:;page 97
    Author(s): M. Zaman; J.-C. Roegiers; A. Abdulraheem; M. Azeemuddin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Withdrawal of fluids from hydrocarbon reservoirs results in a decrease in pore pressure which in turn leads to an increase in effective stress on rock matrix. Such a situation may lead to ...
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    Creep Modeling of Rock Salts for Geoenvironmental Application 

    Source: Journal of Energy Resources Technology:;1995:;volume( 117 ):;issue: 002:;page 108
    Author(s): M. I. Hossain; M. O. Faruque; M. Zaman
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper discusses a rate-dependent constitutive model to describe the creep deformation of rock salts. The model is based on the dislocation-related micromechanisms; the concept of effective ...
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    Formulation of Mix Design for Asphaltic Incorporation of Hydrocarbon Contaminated Soil 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 002
    Author(s): R. A. Tarefder; M. E. Ruckgaber; M. Zaman; D. Patton
    Publisher: American Society of Civil Engineers
    Abstract: A cold mix design procedure was developed to incorporate hydrocarbon-contaminated soil as an ingredient of pavement base-product. The incorporation was achieved by asphaltic stabilization and encapsulation utilizing cold ...
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    Cyclic Testing and Modeling of Interfaces 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): C. S. Desai; E. C. Drumm; M. M. Zaman
    Publisher: American Society of Civil Engineers
    Abstract: A new device for cyclic testing of large size interfaces between structural and geologic materials and rock joints is described. Test results are reported for a sand‐concrete interface, and are used to express shear stress ...
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    Application of an Internal Variable Constitutive Model to Predict Creep Response of an Aluminum Alloy Under Multiaxial Loading 

    Source: Journal of Applied Mechanics:;1989:;volume( 056 ):;issue: 003:;page 514
    Author(s): I. U. Mahmood; M. O. Faruque; M. M. Zaman
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper discusses the application of an internal variable, creep constitutive model, where the concept of piecewise linearity in the effective stress-creep strain rate relationship is utilized. ...
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