THREE-DIMENSIONAL NONLINEAR SOIL-STRUCTURE INTERACTION ANALYSIS OF PILE GROUPS AND ANCHORS.
Analysis and design of structures supported by geological media pose various complexities such as nonlinear behavior of supporting media, nature of loading, irregularities in geometry and boundary condition, and the interaction effects. It is extremely difficult to find closed-form solutions for suc...
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| Language: | en |
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The University of Arizona.
1984
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| Online Access: | http://hdl.handle.net/10150/187818 |