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    Challenges for Geotechnical Engineering Graduate Education 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2005:;Volume ( 131 ):;issue: 003
    Author(s): F. C. Townsend
    Publisher: American Society of Civil Engineers
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    SPT and CPT Testing for Evaluating Lateral Loading of Deep Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author(s): J. Brian Anderson; F. C. Townsend
    Publisher: American Society of Civil Engineers
    Abstract: Current design software (FloridaPier, Com624P) requires
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    SOA: Large Strain Consolidation Predictions 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): F. C. Townsend; M. C. McVay
    Publisher: American Society of Civil Engineers
    Abstract: Large deformation consolidation computer programs are being used extensively by Florida phosphate mining industries for compliance with regulatory activities. Accordingly, a prediction symposium was held to provide a forum ...
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    One‐Dimensional Lagrangian Consolidation 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): M. C. McVay; F. C. Townsend; D. G. Bloomquist
    Publisher: American Society of Civil Engineers
    Abstract: In the case of a mixed Spatial and Material description of Large-Deformation Consolidation, it is shown that if the geometry is updated through an expression for the velocity of solids, then the complete Lagrangian description ...
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    Load Testing and Settlement Prediction of Shallow Foundation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): J. Brian Anderson; F. C. Townsend; L. Rahelison
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this study was to critically examine insitu test methods as a means for predicting settlement of shallow foundations. Accordingly, a
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    Case History Evaluation of Laterally Loaded Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author(s): J. B. Anderson; F. C. Townsend; B. Grajales
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines seven case histories of load tests on piles or drilled shafts under lateral load. Since the current design software to estimate lateral load resistance of deep foundations requires
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    Design of Socketed Drilled Shafts in Limestone 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): M. C. McVay; F. C. Townsend; R. C. Williams
    Publisher: American Society of Civil Engineers
    Abstract: Increased usage of drilled shafts to carry high‐foundation loads has resulted in the common practice to socket the shafts into bedrock to transmit these loads. However, end‐bearing uncertainties have lead various designers ...
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