Influence of initial stress distribution on liquefaction-induced settlement of shallow foundations
- Submitting institution
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University of Dundee
- Unit of assessment
- 12 - Engineering
- Output identifier
- 28150709
- Type
- D - Journal article
- DOI
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10.1680/geot.SIP.15.P.002
- Title of journal
- Geotechnique
- Article number
- -
- First page
- 418
- Volume
- 65
- Issue
- 5
- ISSN
- 0016-8505
- Open access status
- Out of scope for open access requirements
- Month of publication
- April
- Year of publication
- 2015
- URL
-
-
- Supplementary information
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-
- 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
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1
- Research group(s)
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-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- Since publication, a number of studies have been able to use this as a key building block to better predict liquefaction induced settlements. In particular, the work was used by Adamidis & Madabhushi [doi:10.1680/jgeot.17.P.067] to explain why volumetric contraction should not be the basis for such calculations. Consequently, in drafts of the upcoming Eurocode 8 (CEN/TC 250/SC 8 EN1998-5 revision 3 section C.4) settlement calculations have been separated into volumetric and shear components, with the latter based on structure bearing pressure.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -