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    AuthorMcCabe, Bryan A. (4)Sexton, Brian G. (2)Sheil, Brian B. (2)Castro, Jorge (1)Karstunen, Minna (1)... View MoreSubject
    Behavior (4)
    Civil engineering (4)
    Consolidation (2)Foundations (2)Settlement (2)... View MoreDate Issued2016 (1)2015 (2)2014 (1)Type
    Article (4)

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    Stone column settlement performance in structured anisotropic clays: the influence of creep 

    Sexton, Brian G.; McCabe, Bryan A.; Karstunen, Minna; Sivasithamparam, Nallathamby (Elsevier, 2016-07-15)
    The recently developed elasto-viscoplastic Creep-SCLAY1S model has been used in conjunction with PLAXIS 2D to investigate the effectiveness of vibro-replacement in a creep-prone clay. The Creep-SCLAY1S model accounts for ...
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    Pile group settlement estimation: suitability of nonlinear interaction factors 

    McCabe, Bryan A.; Sheil, Brian B. (American Society of Civil Engineers, 2015-06)
    In this paper, predictions of pile settlement determined by appropriate superposition of two-pile interaction factors are compared with those computed from continuum analysis. A finite-element package is used in conjunction ...
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    Numerical modelling of pile foundation angular distortion 

    Sheil, Brian B.; McCabe, Bryan A. (Elsevier, 2015-05-16)
    In this paper, the PLAXIS 3-D Foundation finite element (FE) software package, in conjunction with the nonlinear Hardening Soil (HS) constitutive model, is employed in an extensive parametric study of the angular distortion ...
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    Appraising stone column settlement prediction methods using finite element analyses 

    Sexton, Brian G.; McCabe, Bryan A.; Castro, Jorge (Springer Verlag, 2014-09-26)
    Numerous approaches exist for the prediction of the settlement improvement offered by the vibro-replacement technique in weak or marginal soil deposits. The majority of the settlement prediction methods are based on the ...
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