GJMeijer/DRAM: v0.1.1
Roots can stabilise slopes against shallow landslides by mobilising their mechanical strength. This package contains the R code implementation of the Dundee Root Analytical Model (DRAM) for calculation of mechanical root reinforcement as function of direct shear displacements in soil (version 0.1.1). This model accounts for elasto-plastic root behaviour, three-dimensional root orientations, root failure through breakage or slippage, and a dynamically changing shear zone thickness.
Cite this dataset as:
Meijer, G.,
2022.
GJMeijer/DRAM: v0.1.1.
Version 0.1.
Zenodo.
Available from: https://doi.org/10.5281/zenodo.6375587.
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Creators
Gerrit Meijer
University of Bath
Contributors
University of Bath
Rights Holder
Documentation
Data collection method:
Please see the methodology in the associated paper.
Documentation Files
README.md
text/plain (3kB)
Software: GNU GPL 3.0
Funders
University of Bath
https://doi.org/10.13039/501100000835
Publication details
Publication date: 22 March 2022
by: Zenodo
Version: 0.1
DOI: https://doi.org/10.5281/zenodo.6375587
URL for this record: https://researchdata.bath.ac.uk/id/eprint/1446
Related papers and books
Meijer, G.J., Knappett, J.A., Bengough, A.G., Bull, D.J., Liang, T., and Muir Wood, D., 2022. DRAM: A three-dimensional analytical model for the mobilisation of root reinforcement in direct shear conditions. Ecological Engineering, 179, 106621. Available from: https://doi.org/10.1016/j.ecoleng.2022.106621.
Related online resources
Contact information
Please contact the Research Data Service in the first instance for all matters concerning this item.
Contact person: Gerrit Meijer
Faculty of Engineering & Design
Architecture & Civil Engineering
Research Centres & Institutes
Centre for Infrastructure, Geotechnical and Water Engineering Research (IGWE)
