Use of X-ray computed tomography to investigate the meso-mechanisms of localized deformation in soil-rock mixture under uniaxial compression

References

• BSI. (1990). BS 1377-1: Methods of test for soils for civil engineering purposes – Part 1: General requirements and sample preparation. London, UK: BSI.
   Google Scholar
• Charalampidou, E. M., Hall, S. A., Stanchits, S., Lewis, H. & Viggiani, G. (2010). Characterization of shear and compaction bands in a porous sandstone deformed under triaxial compression. Tectonophysics, 503(1/2), 8–17.
   Web of Science ®Google Scholar
• Coli, N., Berry, P., & Boldini, D. (2011). In situ non-conventional shear tests for the mechanical characterisation of a bimrock. International Journal of Rock Mechanics & Mining Sciences, 48(1), 95–102.
   Web of Science ®Google Scholar
• Donaghe, R. T., & Torrey, V. H. (1994). Proposed new standard test method for laboratory compaction testing of soil-rock mixtures using standard effort. Geotechnical Testing Journal, 17(3), 387–392.
   Web of Science ®Google Scholar
• Fonseca, J., Bésuelle, P., & Viggiani, G. (2013). Micromechanisms of inelastic deformation in sandstones: An insight using X-ray micro-tomography. Géotechnique Letters, 3, 78–83.
   Google Scholar
• Ge, X. R., Ren, J. X., Pu, Y. B., Ma, W., & Yuan, L. Z. (1999). A real-time CT triaxial testing study of meso-damage evolution law of coal. Chinese Journal of Rock Mechanics & Engineering, 18(5), 497–502.
   Google Scholar
• Higo, Y., Oka, F., & Kimoto, S. (2011). Study of strain localization and microstructural changes in partially saturated sand during triaxial tests using microfocus X-ray CT. Soils and Foundations, 51(1), 95–111.
   Web of Science ®Google Scholar
• Higo, Y., Oka, F., & Sato, T. (2013). Investigation of localized deformation in partially saturated sand under triaxial compression using microfocus X-ray CT with digital image correlation. Soils and Foundations, 53(2), 181–198.
   Web of Science ®Google Scholar
• Hounsfield, G. N. (1972). A method of and apparatus for examination of a body by radiation such as X-ray or gamma radiation. British Patent Number GB1283915. The Patent Office, London, England.
   Google Scholar
• Lenoir, N., Bornert, M., Desrues, J., Bésuelle, P., & Viggiani, G. (2007). Volumetric digital image correlation applied to X-ray microtomography images from triaxial compression tests on argillaceous rock. Strain, 43(3), 193–205.
   Google Scholar
• Lindquist, E. S. (1994). The strength and deformation properties of melange. PhD thesis, Department of Civil Engineering, University of California, Berkeley, CA, USA.
   Google Scholar
• MWRPRC (Ministry of Water Resources of the People’s Republic of China). (1999). GB/T 50123-1999: Standard for soil test method. Ministry of Water Resources of the People’s Republic of China, Beijing, China.
   Google Scholar
• Oda, M., Takemura, T., & Takahashi, M. (2004). Microstructure in shear band observed by microfocus X-ray computed tomography. Géotechnique, 54(8), 539–542.
   Web of Science ®Google Scholar
• Otani, J., Mukunoki, T., & Obara, Y. (2000). Characterization of failure in sand under triaxial compression using an industrial X-ray CT scanner. Soils and Foundations, 40(2), 111–118.
   Google Scholar
• Rücknagel, J., Götze, P., Hofmann, B., & Christen, O. (2013). The influence of soil gravel content on compaction behavior and pre-compression stress. Geoderma, 209, 226–232.
   Web of Science ®Google Scholar
• Vallejo, L. E. & Mawby, R. (2000). Porosity influence on the shear strength of granular material-clay mixtures. Engineering Geology, 58(2), 125–136.
   Web of Science ®Google Scholar
• Viggiani, G., Beá suelle, P., Hall, S. A., & Desrues, J. (2010). Sand deformation at the grain scale quantîed through X-ray imaging, Advances in Computed Tomography for Geomaterials. In K. A. Alshibli & A. H. Reed (Eds.), Proc. 3rd International Conference on X-ray CT for Geomaterials, March 1–3, 2010, New Orleans, Louisiana, USA, GeoX2010, ISTE Ltd., John Wiley & Sons, Inc. (pp. 43–51).
   Google Scholar
• Viggiani, G., Lenoir, N., Be´suelle, P., Di Michiel, M., Desrues, J., & Kretzschmer, M. (2004). X-ray micro tomography for studying localized deformation in fine grained geomaterials under triaxial compression. C. R. Mechanics Academy of Sciences, 332, 819–826.
   Google Scholar
• Wang, Y., Li, X., Zhang, B., & Wu, Y. F. (2014). Meso-damage cracking characteristics analysis for rock and soil aggregate with CT test. Science China Technological Sciences, 57(2), 1361–1371.
   Google Scholar
• Wang, Y., Li, X., Zheng, B., Mao, T. Q., & Hu, R. L. (2016). Investigation of the effect of soil matrix on flow characteristics for soil and rock mixture. Géotechnique Letters, 6(3), 226–233.
   Web of Science ®Google Scholar
• Wang, Y., Li, X., Wu, Y. F., & Lin, C. (2015). Experimental study on meso-damage cracking characteristics of RSA by CT test. Environmental Earth Sciences, 73(9), 5545–5558.
   Web of Science ®Google Scholar
• Wang, Y., Li, X., Zheng, B., Zhang, B., & Wang, J. B. (2015). Real-time ultrasonic experiments and mechanical properties of soil and rock mixture during triaxial deformation. Géotechnique Letters. http://dx.doi.org/10.1680/jgele.15.00131.
   Web of Science ®Google Scholar
• Zhou, X. P., Zhang, Y. X., & Ha, Q. L. (2008). Real-time computerized tomography (CT) experiments on limestone damage evolution during unloading. Theoretical and Applied Fracture Mechanics, 50(1), 49–56.
   Web of Science ®Google Scholar