Evaluation of shear strain in sand under triaxial compression using CT data

Prediction and Simulation Methods for Geohazard Mitigation - Proceedings of the International Symposium on Prediction and Simulation Methods for Geohazard Mitigation, IS-KYOTO 2009

Volumn , Issue , 2009, Pages 361-365

  Watanabe, Y ^a   Otani, J ^a   Lenoir, N ^b   Nakai, T ^c  

^a KUMAMOTO UNIVERSITY   (Japan)

^b CNRS   (France)

^c NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

3-D IMAGE; CT DATA; CT IMAGE; DISPLACEMENT FIELD; INPUT DATAS; REAL SOILS; SANDY SOILS; SOIL SPECIMENS; STRAIN FIELDS; STRAIN PROPERTIES; THREE DIMENSIONS; THREE-DIMENSIONAL DISPLACEMENTS; TRIAXIAL COMPRESSION; TRIAXIAL COMPRESSION TESTS; X-RAY CT;

COMPRESSION TESTING; COMPUTERIZED TOMOGRAPHY; DATA COMPRESSION; FINITE ELEMENT METHOD; FORECASTING; SAND; THREE DIMENSIONAL;

SOIL TESTING;

EID: 84859876353     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Nielsen, S.F. Poulsen, H.F., Beckmann, F., Thorning, C. & Wert, J.A. 2003. Measurements of plastic displacement gradient components in three dimensions using marker particles and synchrotron X-ray absorption microtomography, Acta Materiala 51: 2407-2415.
2. Otani, J., Mukunoki, T. & Obara, Y. 2002. Characterization of failure in sand under triaxial compression using an industrial X-ray CT scanner, International Journal of Physical Modeling in Geotechnics: 15-22.
3. Otani, J. & Obara, Y. 2003. X-ray CT for Geomaterials, BALKEMA.
4. Takano, D., Khoa Dang Pham & Otani, J. 2006. 3-D visualization of soil behavior due to laterally pile using X-ray CT, Journal of Applied Mechanics JSCE 9: 513-520.
5. Watanabe, Y., Otani, J., Lenoir, N. & Takano, D. 2007. Displacement property in sand under triaxial compression using X-ray CT, Journal of Applied Mechanics JSCE 10: 505-512.
6. Yamamoto, K. & Otani, J. 2001. Microscopic observation on progressive failure on reinforced foundations, Soils and Foundations 41(1): 25-37.