The Analysis on Failure Characteristic of Piled Wharf System

Shi Ping Zhang; Chun Yi Cui

doi:10.4028/www.scientific.net/AMR.926-930.649

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 926-930The Analysis on Failure Characteristic of Piled...

The Analysis on Failure Characteristic of Piled Wharf System

Abstract:

In order to effectively ascertain the failure mechanism of piled wharf affected by slope deformation in earthquake, numerical analysis is conducted by Finite Element Method in this paper. In the computational model, elastic plastic characteristic of subsoil, discontinuous behavior of pile soil interface, and nonlinearity of structure material are considered to conduct seismic computation in time domain. Numerical results show the possible locations of wharf structure which generate cracks and plastic hinges. Some conclusions are drawn and can be reference for engineering design and practical project.

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Periodical:

Advanced Materials Research (Volumes 926-930)

Pages:

649-652

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.926-930.649

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Online since:

May 2014

Authors:

Shi Ping Zhang, Chun Yi Cui*

Keywords:

Elasto-Plasticity, Failure Characteristic, Piled Wharf, Slope Deformation

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* - Corresponding Author

References

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