Research on failure mode and ultimate bearing characteristics of the single pile on different foundation

DOI

10.2991/i3csee-16.2016.33How to use a DOI?

Keywords

Pile foundation; ultimate bearing capacity;Theoretical analysis;Finite element

Abstract

The most common forms of offshore wind turbine foundation are single pile foundation, but the loads and the overturning moment make it different from foundation of offshore oil platforms. The elastic-plastic element of the ABAQUS is to be used to simulate failure modes of pile foundation in soil clay. The results show that the single pile foundation has no plastic strain under ultimate vertical load in soft clay; pile foundation has plastic strain under the ultimate horizontal load; pile foundation has plastic zone in front of the pile under ultimate bending moment load.

Copyright

© 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/).

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TY  - CONF
AU  - Bin Li
AU  - Ruiqi Zhang
PY  - 2016/04
DA  - 2016/04
TI  - Research on failure mode and ultimate bearing characteristics of the single pile on different foundation
BT  - Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering
PB  - Atlantis Press
SP  - 169
EP  - 173
SN  - 2352-5401
UR  - https://doi.org/10.2991/i3csee-16.2016.33
DO  - 10.2991/i3csee-16.2016.33
ID  - Li2016/04
ER  -