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Oasys Pdisp v19.102

General Program Description Pdisp Pressure Induced Displacement Analysis Pdisp calculates the displacements (and stresses if required) within a linear elastic or non-linearsoil mass, arising from uniform normal or tangential pressure, applied to rectangular and circularloaded planes. The program is ideal for predicting the displacements that may arise due to the action of severalloads in a soil mass. Pdisp is a development of (and replacement for) Vdisp. Vdisp predicted displacements inducedby vertical loads on horizontal loaded areas only. Pdisp is capable of predicting displacements dueto both vertical and horizontal loads. Components of the User Interface The principal components of Pdisp\’s user interface are the Gateway, Table Views, Graphical Input,Plan View, Cross Sectional View, 3D Graphical Output, Tabular Output, toolbars, menus and...

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