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    Analyses Of Two-Layer Soil Systems Beneath Rigid Footings 

    Vinod, P (2013-08-07)

    Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis 

    Kouzer, K M (2011-02-17)
    The present thesis is an attempt to investigate the interference effects on the magnitudes of the ultimate failure loads for a group of closely spaced strip footings and strip plate anchors. On account of an increase in ...

    The Effect Of Interference Of Strip Foundations And Anchors On Their Ultimate Bearing Capacity And Elastic Settlement 

    Bhoi, Manas Kumar (2011-01-10)
    Due to close proximity of different civil engineering structures, the ultimate bearing capacity and failure pattern of adjoining footings/anchors are often influenced by their mutual interference. The present thesis is an ...

    Solutions For Plane Strain And Axisymmetric Geomechanics Problems With Lower Bound Finite Elements Limit Analysis 

    Khatri, Vishwas N (2011-04-05)
    The present thesis illustrates the application of the lower bound limit analysis in combination with finite elements and linear programming for obtaining the numerical solutions for various plane strain and axisymmetric ...

    Steady State Dynamics Of Systems With Fractional Order Derivative Damping Models 

    Sivaprasad, R (2011-01-10)
    Rubber like materials find wide applications in damping treatment of structures, vibration isolations and they appear prominently in the form of hoses in many structures such as aircraft engines. The study reported in this ...

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    AuthorBhoi, Manas Kumar (1)Khatri, Vishwas N (1)Kouzer, K M (1)Sivaprasad, R (1)Vinod, P (1)Subject
    Finite Element Analysis (5)
    Structural Engineering (5)
    Foundations (Civil Engineering) (2)Loads (Civil Engineering) (2)Soil Mechanics (2)Strip Footings (2)Structural Analysis (Engineering) (2)Anchorage (Structural Engineering) (1)Axisymmetric Geomechanics (1)Bearing Capacity Factor Ny (1)... View MoreDate Issued2011 (4)2013 (1)Has File(s)Yes (5)

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