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About Behaviour of Flexible Piles Subjected To Inclined Loads
This document discusses numerical analysis of the behavior of flexible piles subjected to inclined loads using three-dimensional finite element modeling. The analysis accounts for nonlinear behavior of piles and soil, including plastic strains, concrete cracking, steel yielding, and slip and gap formation at the pile-soil interface. Validation tests from literature on axially and laterally loaded piles are simulated first. The validated model is then used to analyze characteristic aspects of flexible pile response to inclined loads, finding that behavior depends on load inclination and that inclination significantly influences stiffness and bearing capacity. Comparisons are made to empirical solutions in literature for bearing capacity of piles under inclined loads.
Detailed Information
| Author: | ['shivarajkumar goudar'] |
|---|---|
| Publication Year: | 2021 |
| Pages: | 11 |
| Language: | English |
| Format: | |
| Price: | FREE |
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