Research on Failure Mode and Ultimate Bearing Characteristics of the Single Pile Foundation in Sand Soil
- https://doi.org/10.2991/emcs-16.2016.345How to use a DOI?
- Pile foundation; Ultimate bearing capacity; Theoretical analysis; Finite element; Mode;
The single pile foundation of offshore wind turbine is currently the most common form, but the huge loads and the overturning moment make characteristics of foundation is different from offshore oil platforms. Using elastic-plastic element of ABAQUS simulation of pile foundation in bearing stress and failure modes in different soil layers. The results show that the single pile foundation subjected to vertical ultimate load in different soil layers, no plastic strain. Under the horizontal ultimate load, pile shows plastic strain. Under limit bending moment load, the plastic zone in the soil is mainly distributed in the surface soil in front of pile. Use ABAQUS software to analysis characteristics and failure mode of foundation is correct and reasonable.
- © 2016, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Bin Li PY - 2016/01 DA - 2016/01 TI - Research on Failure Mode and Ultimate Bearing Characteristics of the Single Pile Foundation in Sand Soil BT - Proceedings of the 2016 International Conference on Education, Management, Computer and Society PB - Atlantis Press SP - 1387 EP - 1390 SN - 2352-538X UR - https://doi.org/10.2991/emcs-16.2016.345 DO - https://doi.org/10.2991/emcs-16.2016.345 ID - Li2016/01 ER -