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    On Globalization 

    Source: Leadership and Management in Engineering:;2006:;Volume ( 006 ):;issue: 001
    Author(s): W. Allen Marr
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the personal experiences of the chief executive officer of a small U.S. company working in the global marketplace. It uses these experiences to provide some guidance to those unfamiliar with working ...
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    Closure to “Probability and Risk of Slope Failure” by F. Silva, T. W. Lambe, and W. A. Marr 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): Francisco Silva; T. William Lambe; W. Allen Marr
    Publisher: American Society of Civil Engineers
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    Permanent Displacement of Sand With Cyclic Loading 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): George Bouckovalas; Robert V. Whitman; W. Allen Marr
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a numerical model for calculating permanent strains and stresses in sand caused by cyclic loading. The model is fitted to the results of drained static and cyclic triaxial tests. The model can predict ...
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    Probability and Risk of Slope Failure 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author(s): Francisco Silva; T. William Lambe; W. Allen Marr
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to demystify the use of risk assessment as a decision management tool and present a methodology that places quantitative risk assessment within reach of every geotechnical engineer, even for routine engineering ...
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    Analyzing Permanent Drift Due to Cyclic Loads 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author(s): George Bouckovalas; W. Allen Marr, Jr.; John T. Christian
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model has been developed to predict permanent stresses and strains in sands under cyclic loading for general drainage and boundary conditions. Here the model is combined with the finite element method to ...
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