Evaluation of particle crushing in soils using X-ray CT data

Soils and Foundations

Volumn 45, Issue 1, 2005, Pages 99-108

  Otani, Jun ^a   Mukunoki, Toshifumi ^b   Sugawara, Katsuhiko ^a  

^a KUMAMOTO UNIVERSITY   (Japan)

^b QUEEN S UNIVERSITY   (Canada)

Author keywords

Compression; Density; Image processing analysis; Nondestructive test; Particle crushing; Pile foundation; X ray CT (IGC: D5)

Indexed keywords

ALUMINA; CRUSHING; ELECTRIC INSTRUMENT TRANSFORMERS; GEOLOGIC MODELS; GEOTECHNICAL ENGINEERING; IMAGE PROCESSING; NONDESTRUCTIVE EXAMINATION; PILE FOUNDATIONS; PILES; SCANNING; SOILS; X RAYS;

COMPRESSION; DENSITY; NONDESTRUCTIVE TEST; PARTICLE CRUSHING; X-RAY CT (IGC: D5);

SOIL TESTING;

EID: 33744553037     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (19)

1. Alshibli, K. A., Sture, S., Costes, C., Frank, M. L., Lankton, M. R., Batiste, S. N. and Swanson, R. A. (2000): Assessment of localized deformations in sand using X-ray computed tomography, Geotech. Test. J., GTJODJ, 23(3), 274-299.
2. de Beer, E. E. (1963): The scale effect in the transposition of the results of deep-sounding tests on the ultimate bearing capacity of piles and caisson, foundations, Geotechnique, 13(1), 39-75.
3. Desrues, J., Chambon, R., Mokni, M. and Mazerolle, F. (1996): Void ratio evolution inside shear bands in triaxial sand specimens studies by computed tomography, Geotechnique, 46(3), 529-546.
4. Fukumoto, T. (1992): Particle breakage characteristics of granular soils, Soils and Foundations, 32(1), 26-40.
5. Kak, A. C. and Slaney, M. (1987): Principles of Computerized Tomographic Imaging, Published under the sponsorship of the IEEE Engineering in Medicine and Biology Society.
6. Lade, P. V., Yamamuro, J. A. and Bopp, P. A. (1996): Significance of particle crushing in granular material, J. Geotech. Engrg., ASCE, 122(4), 309-316.
7. Leung, C. F., Lee, F. H. and Yet, N. S. (1996): The role of particle breakage in pile creep in sand, Can. Geotech. J., 33(6), 888-898.
8. McDowell, G. R., Bolton, M. D. and Robertson, D. (1996): The fractal crushing of granular materials, J. Mechanics and Physics of Solids, 12(44), 2079-2102.
9. Miura, N. (1985): Point resistance of piles in sand, Proc. 11th ICSMFE, San Francisco, (3), 1445-1448.
10. Miura, N. and O-hara, S. (1977): Particle-crushing of a decomposed granite soil under shear stresses, Soils and Foundations, 19(3), 1-14.
11. Mukunoki, T. (2001): Application of X-ray CT method in geotechnical engineering, Doctorial Dissertation at Kumamoto University (in Japanese).
12. Nakata, Y., Hyde, A. F. L., Hyodo, M. and Murata, H. (1999): A probabilistic approach to sand particle crushing in the triaxial test, Geotechniuqe, 49(5), 567-583.
13. Otani, J., Mukunoki, T. and Kikuchi, Y. (2002a): Visualization for engineering property of in-situ light weight soils with air foams, Soils and Foundations, 42(3), 93-105.
14. Otani, J., Mukunoki, T. and Obara, Y. (2000): Application of X-ray CT method for characterization of failure in soils, Soils and Foundations, 40(2), 111-118.
15. Otani, J., Mukunoki, T. and Obara, Y. (2002b): Characterization of failure in sand under triaxial compression using an industrial X-ray CT scanner, Int. J. Physical Modelling in Geotechnics, 1, 15-22.
16. Otani, J. and Obara, Y. (2003): X-ray CT for geomaterials, Proc. Int. Workshop on X-ray CT for Geomaterials, Balkema, Kumamoto, Japan, November 6-7.
17. Otani, J., Obara, Y. and Mukunoki, T. (1997): Characterization of failure in soils using X-ray CT scanner, Proc. Int. Symp. on Deformation and Progressive Failure in Geomechanics, IS Nagoya '97, 311-314.
18. Takei, M., Kusakabe, O. and Hayashi, T. (2001): Time-dependent behavior of crushable materials in one-dimensional compression tests, Soils and Foundations, 41(1), 97-121.
19. Yasufuku, N. and Hyde, A. F. L. (1995): Pile end-bearing capacity in crushable sands, Geotechnique, 45(4), 663-676.