A unified mechanical and retention model for saturated and unsaturated soil behaviour
- Submitting institution
-
University of Durham
- Unit of assessment
- 12 - Engineering
- Output identifier
- 118838
- 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
- 18611125
- Open access status
- Deposit exception
- Month of publication
- -
- Year of publication
- 2016
- URL
-
https://doi.org/10.1007/s11440-016-0497-x
- 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
- A major outcome of the paper is the methodology proposed for the determination of the parameter values of the Glasgow Coupled Model (GCM) with practical applications in mining (e.g. https://doi.org/10.1680/jgeot.18.p.261). The paper demonstrates the ability of the GCM in representing the transitions between saturated and unsaturated states, which is the core of the research led by the first author in his Individual Marie-Sklodowska Curie fellowship at Glasgow University (https://cordis.europa.eu/project/id/706712) and has boosted his early academic career, including appointments to his first permanent academic position at Durham University, to the Geotechnique Advisory Panel and to the Canadian Geotechnical Journal Editorial Board.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
