39 research outputs found

    Dynamic Plasticity in Pile-Soil Interaction Problems

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    The dynamic soil-pile interaction problem is solved by the method of characteristics. The nonlinear, non-homogeneous problem was idealized as a piecewise linear problem. The numerical instability of semi-infinite soil column model has been reported, and a stable model, wherein the soil column below, the pile tip is replaced by a single spring and dashpot, has also been presented. The results obtained from the method of characteristics have been compared with those obtained by explicit finite difference scheme. The convergence and stability were studied numerically

    Automated Slope Stability Analysis of Zoned Dams

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    The study pertains to the pseudo-static stability analysis of zoned dams with geologic discontinuities in the foundation. Sequential unconstrained minimization technique in conjunction with Janbu\u27s generalized procedure of slices has been used for finding the critical slip surface and the corresponding minimum factor of safety. The method has been found to be quite efficient in solving such problems

    Civil Engineering (Retried), Indian Institute of Technology, Kanpur, India

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    Stability of a Mast Foundation: A Case Study

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    The paper describes details of analysis for stability and deformation of mast foundations during installation operations for a chemical reactor in alluvial deposits. Brief details of the loads involved, foundation type, installation procedure, and evaluation of geotechnical design parameters have also been presented. The successful installation of the reactor seems to support the predicted response of the foundation

    Testing for Evaluation of Stress-Strain Behavior of Clays

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