X-ray CT visualization of particle array structure in sandy soil using ring shear experiment
Author:
Affiliation:
1. Central Research Institute of Electric Power Industry
2. Kumamoto University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/60/10_v10.P2-24/_pdf
Reference5 articles.
1. 1) Ketcham, R.A., Carlson, W.D. (2001): Acquisition, optimization and interpretation of X-ray computed tomographic imagery: Applications to the geosciences, Computers and Geosciences, Vol.27, No.4, pp.381-400. https://doi.org/10.1016/S0098-3004(00)00116-3
2. 2) Cnudde, V., Boone, M.N. (2013): High-resolution X-ray computed tomography in geosciences: A review of the current technology and applications, Earth-Science Reviews, Vol.123, pp.1-17. https://doi.org/10.1016/j.earscirev.2013.04.003
3. 3) Watanabe, Y., Lenoir, N., Otani, J., Nakai, T. (2012): Displacement in sand under triaxial compression by tracking soil particles on X-ray CT data, Soils and Foundations, Vol.52, No.2, pp.312-320. https://doi.org/10.1016/j.sandf.2012.02.008
4. 4) Kimura, S., Nakamura, S., Vithana, S.B. Sakai, K. (2014): Shearing rate effect on residual strength of landslide soils in the slow rate range, Landslides, No.11, pp.969–979. https://doi.org/10.1007/s10346-013-0457-6
5. 5) Nohara, S., Mukunoki, T. (2021): Quantitative evaluation of soil structure and strain in three dimensions under shear using X-ray computed tomography image analysis, Journal of Imaging, Vol.7, No.11., 230. https://doi.org/10.3390/jimaging7110230
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