Dataset for "Effect of soil models on the prediction of tunnelling-induced deformations of structures"

The dataset includes the results of computational models of centrifuge testing, produced for the purpose of comparing different constitutive models for the soil. Data files are named after the corresponding figure in the associated paper 'Influence of soil modelling on the assessment of tunnelling-induced deformations of structures'.

Subjects:

Cite this dataset as:
Giardina, G., 2019. Dataset for "Effect of soil models on the prediction of tunnelling-induced deformations of structures". Bath: University of Bath Research Data Archive. Available from: https://doi.org/10.15125/BATH-00714.

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Data

data_repository fig.zip
application/zip (1MB)
Creative Commons: Attribution 4.0

Computational models of centrifuge testing

Creators

Contributors

University of Bath
Rights Holder

Documentation

Data collection method:

The data was derived using finite element modelling. For full details of the methodology used, please refer to the associated paper.

Technical details and requirements:

The data is presented as .fig files in MATLAB Level 5 MAT-file format.

Methodology link:

Giardina, G., Losacco, N., DeJong, M. J., Viggiani, G. M. B., and Mair, R. J., 2020. Effect of soil models on the prediction of tunnelling-induced deformations of structures. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 173(5), 379-397. Available from: https://doi.org/10.1680/jgeen.18.00127.

Funders

Engineering and Physical Sciences Research Council
https://doi.org/10.13039/501100000266

Tunnelling-induced settlement damage to masonry structures: Centrifuge testing and computational modelling
EP/K018221/1

Publication details

Publication date: 5 November 2019
by: University of Bath

Version: 1

DOI: https://doi.org/10.15125/BATH-00714

URL for this record: https://researchdata.bath.ac.uk/id/eprint/714

Related papers and books

Giardina, G., Losacco, N., DeJong, M. J., Viggiani, G. M. B., and Mair, R. J., 2020. Effect of soil models on the prediction of tunnelling-induced deformations of structures. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 173(5), 379-397. Available from: https://doi.org/10.1680/jgeen.18.00127.

Contact information

Please contact the Research Data Service in the first instance for all matters concerning this item.

Contact person: Giorgia Giardina

Departments:

Faculty of Engineering & Design
Architecture & Civil Engineering

Research Centres & Institutes
Centre for Innovative Construction Materials (CICM)