Construction of simplified designp–ycurves for liquefied soils
- Submitting institution
-
The University of Surrey
- Unit of assessment
- 12 - Engineering
- Output identifier
- 9019115_3
- Type
- D - Journal article
- DOI
-
10.1680/jgeot.15.P.116
- Title of journal
- Géotechnique
- Article number
- -
- First page
- 216-227
- Volume
- 67
- Issue
- 3
- ISSN
- 0016-8505
- Open access status
- Compliant
- Month of publication
- -
- Year of publication
- 2016
- URL
-
-
- Supplementary information
-
-
- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
-
-
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- Pile supported structures continue to collapse during earthquakes when soil liquefies. A new failure mechanism based on buckling instability has been identified, which is missing from codes of practices. This paper develops a strategy for modelling this problem numerically taking into account buckling instability through element testing of soils, analytical models and the work has been verified by scaled model tests. The work is later extended to develop practical ways for development of Winkler spring (Dash et al) which can be implemented in standard software and has been applied by both academia (Researchers from China, Australia, India) and industry (COWI).
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -