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Geological Engineering: Proceedings of the 1st International Conference (ICGE 2007)

Editor
Baosong Ma
Baosong Ma
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ISBN:
9780791802922
No. of Pages:
1760
Publisher:
ASME Press
Publication date:
2009

Complicated as the bearing mechanism of super-long single piles is, it can guide the implementation of construction plans if pre-analyzed. This paper analyzes the vertical load transfer mechanism of super long single piles with 3D FEM, where the soil mass constitutive model is simulated with D-P Model, the concrete simulated with Linear Elasticity Model and the pile-soil interface simulated with contacting elements. It is revealed that super-long piles are friction piles and the bearing capacity should be controlled by the pile settlement.

Abstract
Introduction
Case Study
Bracing Design
Acknowledgment
Conclusions
References
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