Open Access
Issue |
E3S Web of Conf.
Volume 544, 2024
8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023)
|
|
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Article Number | 04008 | |
Number of page(s) | 6 | |
Section | Experimental Investigations From Very Small Strains to Beyond Failure - Data Interpretation and Geotechnical Imaging | |
DOI | https://doi.org/10.1051/e3sconf/202454404008 | |
Published online | 02 July 2024 |
- Al Mahbub, A. & Haque, A. X-ray computed tomography imaging of the microstructure of sand particles subjected to high pressure one-dimensional compression. Materials, 9, 890, 2016. [Google Scholar]
- Altuhafi, F. N. & Coop, M. R. Changes to particle characteristics associated with the compression of sands. Geotechnique, 61, 459–471, 2011. [Google Scholar]
- Clayton, C., Xu, M. & Bloodworth, A. “A laboratory study of the development of earth pressure behind integral bridge abutments”, Geotechnique, 56, 561–571, 2006. [CrossRef] [Google Scholar]
- Cubrinovski, M. & Ishihara, K. Maximum and minimum void ratio characteristics of sands. Soils and foundations, 42, 65–78, 2002 [Google Scholar]
- Dafalias, Y. F., Papadimitriou, A. G. & Li, X. S. “Sand plasticity model accounting for inherent fabric anisotropy”, Journal of Engineering Mechanics, 130, 2004. [Google Scholar]
- Desrues, J., Chambon, R., Mokni, M. & Mazerolle, F... “Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography”, Geotechnique, 46, 529–546, 1996 [CrossRef] [Google Scholar]
- Fonseca J. “The evolution of morphology and fabric of a sand during shearing”, PhD. Thesis, Department of Civil and Environmental Engineering, Imperial College London, UK, 2011. [Google Scholar]
- Fonseca, J., O’Sullivan, C., Coop, M. R. & Lee, P. D. “Noninvasive characterization of particle morphology of natural sands”, Soils and Foundations, 52, 712–722, 2012 [CrossRef] [Google Scholar]
- Fonseca, J., O’Sullivan, C., Coop, M. R. & Lee, P. D. “Quantifying the evolution of soil fabric during shearing using scalar parameters”, Geotechnique, 63, 818–829, 2013 [CrossRef] [Google Scholar]
- Guo, P. & Su, X. “Shear strength, interparticle locking, and dilatancy of granular materials”, Canadian Geotechnical Journal, 44, 579–591, 2007. [CrossRef] [Google Scholar]
- Hasan, A. & Alshibli, K. A. “Experimental assessment of 3D particle-to-particle interaction within sheared sand using synchrotron microtomography”, Geotechnique, 60, 369–379, 2010. [CrossRef] [Google Scholar]
- Hayakawaa, Y. and T. Oguch. “Evaluation of gravel sphericityand roundness based on surface-area [Google Scholar]
- measurement with a laser scanner”. Computers & Geosciences 31, 735–741, 2005. [CrossRef] [Google Scholar]
- Helliwell, J. R. Sturrock, C. J., Grayling, K. M., Tracy, S. R., Flavel, R. J., Young, I. M., Whalley, W.R. & Mooney, S.J., “Applications of X-ray computed tomography for examining bio-physical interactions and structural development in soil systems: A review”, European Journal of Soil Science, 64(3), 279–297. 2013 [CrossRef] [Google Scholar]
- Hight, D. W., & Leroueil, S. “Characterisation of soils for engineering purposes”. Natural Soils Conference, 255, 2003. [Google Scholar]
- Holtz, R. D. & Kovacs, W. D. “An introduction to geotechnical engineering”, 1981 [Google Scholar]
- Ketcham, R. A. & Carlson, W. D. “Acquisition, optimization and interpretation of X-ray computed tomographic imagery: applications to the geosciences”, Computers & Geosciences, Volume 27, 381–400, 2001 [Google Scholar]
- Markussen, O., Dypvik, H., Hammer, E., Long, H., & Hammer, O. “3D characterization of porosity and authigenic cementation in Triassic conglomerates/arenites in the Edvard Grieg field using 3D micro-CT imaging”, Marine and Petroleum Geology, 99(October 2018), 265–281, 2019. [CrossRef] [Google Scholar]
- Mertens, G. & Elsen, J. Use of computer assisted image analysis for the determination of the grain-size distribution of sands used in mortars. Cement and Concrete Research, 36, 1453–1459, 2006. [Google Scholar]
- Mitchell, J. and K. Soga. Fundamentals of Soil Behavior. John Wiley & Sons, Inc., NY, 2005. [Google Scholar]
- Miura, K., Maeda, K., Furukawa, M. & Toki, S. Physical characteristics of sands with different primary properties. Soils and Foundations, 37, 53–64, 1997. [Google Scholar]
- Ng, T.-T. “Macro-and micro-behaviors of granular materials under different sample preparation methods and stress paths”, International Journal of Solids and Structures,41, 5871–5884, 2004. [Google Scholar]
- Oda, M. “Deformation mechanism of sand in triaxial compression tests”. Soils and Foundations, 12, 45–63, 1972. [CrossRef] [Google Scholar]
- Powers, M. C. “A new roundness scale for sedimentary particles”, Journal of Sedimentary Research, 23, 117–119, 1953. [CrossRef] [Google Scholar]
- Thermo Fisher Scientific (TFS. Avizo 9.7.). 2019 Valverde, A. & Wijewickreme, D. “Towards understanding the fabric and microstructure of silt – assessment of laboratory specimen uniformity”, In Proc. GeoNiagara. Niagara, Canada. 2021a. [Google Scholar]
- Valverde, A. & Wijewickreme, D. “Image-processing to identify soil particles for fabric quantification using X-ray u-CT scanning”, In Proc. 20th International Conference on Soil Mechanics and Geotechnical Engineering. Sydney, Australia. 2021b. [Google Scholar]
- Valverde, A., Wesolowski, M. & Wijewickreme, D. “Towards understanding the fabric and microstructure of silt – initial findings of soil fabric from X-ray u-CT2, In Proc. 17th World Conference on Earthquake Engineering. Sendai, Japan, 2020 [Google Scholar]
- Wesolowski, A. “Application of computed tomography for visualizing three-dimensional fabric and microstructure of Fraser River Delta silt”, M.A.Sc. thesis, Department of Civil Engineering, University of British Columbia, Vancouver, Canada, 2020. [Google Scholar]
- Wijewickreme, D. & Valverde, A. “Particle Fabric Imaging for Understanding the Mono-tonic and Cyclic Shear Response of Silts”, In Proc. 4th International Conference on Performance-based Design in Earthquake Engineering. Beijing, China, 2022. [Google Scholar]
- Wijewickreme, D., Soysa, A., & Verma, P. “Observations on the response of natural fine-grained soils with respect to particle fabric”, 7th International Conference on Earthquake Geotechnical Engineering. 2019. [Google Scholar]
- Zhao, B., Wang, J., Coop, M. R., Viggiani, G. & Jiang, M. “An investigation of single sand particle fracture using X-ray micro-tomography”, Geotechnique, 65, 625–641, 2015. [CrossRef] [Google Scholar]
- Zingg, T. “Beitrag zur schotteranalyse”. ETH Zurich, 1935 [Google Scholar]
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