Mesoscopic measurement of damage and shear bands of granite residual soil using Micro-CT and digital volume correlation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change
Link
https://link.springer.com/content/pdf/10.1007/s11629-023-8159-6.pdf
Reference31 articles.
1. An R, Kong L, Zhang X, et al. (2022) Effects of dry-wet cycles on three-dimensional pore structure and permeability characteristics of granite residual soil using X-ray micro computed tomography. J Rock Mech Geotech Eng 14: 851–860. https://doi.org/10.1016/j.jrmge.2021.10.004
2. Bay BK, Smith TS, Fyhrie DP, et al. (1999) Digital volume correlation: Three-dimensional strain mapping using X-ray tomography. Exp Mech 39: 217–226. https://doi.org/10.1007/BF02323555
3. Bhattad P, Willson CS, and Thompson KE (2011) Effect of network structure on characterization and flow modeling using X-ray micro-tomography images of granular and fibrous porous media. Transp Porous Media 90: 363–391. https://doi.org/10.1007/s11242-011-9789-7
4. Branco LP, Gomes AT, Cardoso AS, et al. (2014) Natural variability of shear strength in a granite residual soil from porto. Geotech Geol Eng 32: 911–922. https://doi.org/10.1007/s10706-014-9768-1
5. Cheng Z, Wang J (2019) Quantification of the strain field of sands based on X-ray micro-tomography: A comparison between a grid-based method and a mesh-based method. Powder Technol 344: 314–334. https://doi.org/10.1016/j.powtec.2018.12.048
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