A unified mechanical and retention model for saturated and unsaturated soil behaviour
- Submitting institution
-
University of Glasgow
- Unit of assessment
- 12 - Engineering
- Output identifier
- 12-02063
- Type
- D - Journal article
- DOI
-
10.1007/s11440-016-0497-x
- Title of journal
- Acta Geotechnica
- Article number
- -
- First page
- 1
- Volume
- 12
- Issue
- 1
- ISSN
- 1861-1125
- Open access status
- Other exception
- Month of publication
- February
- Year of publication
- 2017
- URL
-
http://eprints.gla.ac.uk/150055/
- 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
-
2
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- The behaviour of unsaturated soils is numerically predicted and subsequently experimentally verified, thereby enabling practical application, e.g. for analysing safety of tailings dams. The model is currently being implemented into the widely-used finite element software CODE_BRIGHT. The research underpinned the award of Marie Sklowdowska-Curie Individual Fellowship (MSCA-IF-2015-706712) and an Invited Keynote Lecture at the Eduardo Alonso Symposium.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
