• The University of Western Australia (M470), 35 Stirling Highway,

    6009 Perth

    Australia

  • 103 Citations
  • 5 h-Index
20122017
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Personal profile

Biography

Xiaowei was recruited as a Lecturer, which is funded by The Lloyd’s Register Education Trust (LRET), at COFS in September 2011. He firstly joined COFS in May 2010 as a visiting student following his 3 years study for the DPhil (PhD) degree in Geotechnical Engineering at Tianjin Universtiy, China. His current research is mainly on failure envelopes for subsea shallow foundations subjected to complex loading conditions.

Research

Finite element analysis and design for shallow foundations in deep waters.

Keywords

  • Subsea foundation analysis and design
  • Finite element analysis

Fingerprint Fingerprint is based on mining the text of the person's scientific documents to create an index of weighted terms, which defines the key subjects of each individual researcher.

  • 3 Similar Profiles
Soils Engineering & Materials Science
Consolidation Engineering & Materials Science
consolidation Earth & Environmental Sciences
sliding Earth & Environmental Sciences
Surface tension Engineering & Materials Science
preloading Earth & Environmental Sciences
Load limits Engineering & Materials Science
bearing capacity Earth & Environmental Sciences

Network Recent external collaboration on country level. Dive into details by clicking on the dots.

Projects 2017 2017

Research Output 2012 2017

  • 103 Citations
  • 5 h-Index
  • 12 Article
  • 4 Conference paper
2 Citations

An analytical solution for the undrained horizontal–torsional resistance of mudmats

Feng, X., Randolph, M. F. & Gourvenec, S., 1 Apr 2017, In : Geotechnique. 67, 4, p. 325-337 13 p.

Research output: Contribution to journalArticle

sliding
limit analysis
torsion
soil strength
bearing capacity

Effect of foundation flexibility on consolidation gains in undrained capacity

Feng, X. & Gourvenec, S., 2017, Proceedings of the 8th International Conference on Offshore Site Investigation and Geotechnics (OSIG 2017). London, UK: Society for Underwater Technology, Vol. 2, p. 742-748

Research output: Chapter in Book/Conference paperConference paper

Rigidity
Consolidation
Pipelines
Shear strength
Stress concentration
5 Citations

Effect of interface condition on the undrained capacity of subsea mudmats under six-degree-of-freedom loading

Shen, Z., Feng, X. & Gourvenec, S., 1 Apr 2017, In : Geotechnique. 67, 4, p. 338-349 12 p.

Research output: Contribution to journalArticle

File
Surface tension
Load limits
carrying capacity
effect
freedom
3 Citations

Pilot tests on methods to form working platform on soft clay

Sun, L., Meng, L., Guo, W., Feng, X., Nie, W., Chu, J. & Hou, J., 1 Oct 2017, In : Proceedings of the Institution of Civil Engineers: Geotechnical Engineering. 170, 5, p. 445-454 10 p.

Research output: Contribution to journalArticle

preloading
soft clay
drain
Clay
Vacuum
1 Citations

Shape effects on undrained capacity of mudmat foundations under multi-directional loading

Feng, X., Gourvenec, S. & Shen, Z., 1 May 2017, In : Ocean Engineering. 135, p. 221-235 15 p.

Research output: Contribution to journalArticle

Soils
Shear strength
Aspect ratio
Load limits
Deposits