Global ETD Search
Search theses and dissertations gathered from participating repositories worldwide. Every result links back to the library that holds it. No account is needed.
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Showing 1 to 7 of 7 for “"Pile-Soil interaction"”.
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Dynamic Pile-Soil Interaction in Laterally Spreading Slopes
… to deep foundation systems. However, the dynamic soil-structure interaction between liquefied soil and piles is extremely complex and further work is required to define the appropriate design pressures and to understand the mechanisms at work. This thesis presents the findings of an experimental …
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Three dimensional numerical modelling of rows of discrete piles used to stabilise large landslides
… have been carried out to investigate the complex pile-soil interaction effects of single isolated pile and groups of piles. The three-dimensional numerical models developed to carry out these analyses are able to model the full pile-soil interaction problem including three dimensional and surface …
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Interação estaqueamento - meio homogêneo
A genral method of solution for vertically loaded pile groups, embedded in an homogeneous linear elastic medium, is presented in this work, with the intention of predicting displacents, rotations and forces distribution along the piles, considering pile-soil interaction. The present analysis is …
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Pile design using wave equation analysis program application in offshore wind farm
Pile driving has been of interest to geotechnical engineers for a very long time. Originally, empirical pile driving formulae were used to interpret pile displacements caused by a hammer blow. Smith (1960) proposed a numerical solution for wave propagation in an elastic pile using a finite …
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Contribution to kinematic and inertial analysis of piles by analytical and experimental methods
The problem of pile - soil interaction is examined in the Thesis at hand by means of both theoretical analyses and experimental investigations. Pile foundations in seismically prone areas are subjected to both direct loading, such as axial and lateral forces imposed at their heads, resulting from a …
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An Investigation into the Seismic Resilience of Shallow Cut-and-Cover Tunnel in Urban Environments
… of shallow-buried tunnels in liquefiable soils is critical for the seismic design of underground infrastructure, particularly in congested urban areas, where interactions with adjacent surface structures further complicate this dynamic soil-structure interaction (SSI). This dissertation …
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Behavior and efficiency of perimeter pile groups
Groups of piles are commonly used as high capacity foundations. It is recognised that the load distribution among piles in a group will vary and it is thought that the inner piles are likely to make a relatively small contribution to the total load carried. The essence of the research undertaken is …