Centrifuge Modeling on Pile Behavior Subjected to Cyclic Lateral Loadings

Wen Yi Hung; Chung Jung Lee; Yu Ting Lin

doi:10.4028/www.scientific.net/AMM.764-765.1209

Paper Titles

Non-Linear Dynamic Analysis of a Reinforced Concrete Bridge Column under Vehicle Impact Loading
p.1189

Wind Oscillation Analysis for Suspension Bridge
p.1194

Large Amplitude Free Vibration of Nanobeams Subjected to Magnetic Field Based on Nonlocal Elasticity Theory
p.1199

Design and Simulations of Water Purification Heating System in Cold Rural Areas
p.1204

Centrifuge Modeling on Pile Behavior Subjected to Cyclic Lateral Loadings
p.1209

A Novel Auto-Focus Measurement System for Mesh Membrane
p.1217

Design of a Two-Photon Single-Laser Optical Data Storage System in a Multilayer Structure
p.1222

Developing a Novel Stereovision Scheme for Improving Accuracy of Depth Estimation in Robotic Vision Systems
p.1227

Efficient Neural Processor for Camera Distortion Correction
p.1234

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 764-765Centrifuge Modeling on Pile Behavior Subjected to...

Centrifuge Modeling on Pile Behavior Subjected to Cyclic Lateral Loadings

Abstract:

Cyclic loadings would cause the failure of pile foundation which was leading to many studies in the past. In this study, 6 centrifuge models were conducted in the acceleration field of 80 g. In order to simulate the off-shore wind turbine foundation embedded in soft deposit and subjected to lateral forces such as strong wind and waves. The pile was embedded in the dry or saturated soil deposit, and the different elevation of lateral force was applied to the pile foundation. From the tests, it was found 1% of pile head displacement suggested in the design guide is conservative.

You might also be interested in these eBooks

Modern Design Technologies and Experiment for Advanced Manufacture and Industry

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 764-765)

Pages:

1209-1213

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.764-765.1209

Citation:

Cite this paper

Online since:

May 2015

Authors:

Wen Yi Hung*, Chung Jung Lee, Yu Ting Lin

Keywords:

Centrifuge Modeling, Cyclic Lateral Loadings, Pile

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] S. Bhattacharya, D.M. Wood, D. Lombardi: Similitude relationships for physical modelling of mono pile-supported offshore wind turbines, International Journal of Physical Modelling in Geotechnics. 11(2) (2011)58-68.

DOI: 10.1680/ijpmg.2011.11.2.58

Google Scholar

[2] S. Jeong, Y. Kim, J. Kim: Influence on lateral rigidity of offshore piles using proposed p–y curves, Ocean Engineering. 38(2) (2011) 397-408.

DOI: 10.1016/j.oceaneng.2010.11.007

Google Scholar

[3] Z. Li, S.K. Haigh, M.D. Bolton: Centrifuge modeling of monopole under cyclic lateral loads, Physical Modeling in Geotechnics: ICPMG 2010. (2010)965-970.

Google Scholar

[4] P. Peralta, M. Achmus: An experimental investigation of piles in sand subjected to lateral cyclic loads, Physical Modeling in Geotechnics: ICPMG 2010. (2010)985-990.

DOI: 10.1201/b10554-166

Google Scholar

[5] S. Iai, T. Tobita, T. Nakahara: Generalized scaling relations for dynamic centrifuge tests, Geotechnique. 55(5) (2005)355–362.

DOI: 10.1680/geot.2005.55.5.355

Google Scholar