Open Access
Issue
E3S Web Conf.
Volume 92, 2019
7th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)
Article Number 03008
Number of page(s) 6
Section Geomaterial Behaviour: Fabric and Fabric Evolution
DOI https://doi.org/10.1051/e3sconf/20199203008
Published online 25 June 2019
  1. Roscoe, K. H-, A. Schofield, and C. P. Wroth. "On the yielding of soils." Geotechnique 8, no. 1 (1958): 22-53. [CrossRef] [Google Scholar]
  2. Schofield, A., & Wroth, P. (1968). Critical state soil mechanics (Vol. 310). London: McGraw-Hill. [Google Scholar]
  3. Nakata, Yukio, Masayuki Hyodo, Hidekazu Murata, and Noriyuki Yasufuku. "Flow deformation of sands subjected to principal stress rotation." Soils and Foundations 38, no. 2 (1998): 115-128. [CrossRef] [Google Scholar]
  4. Yoshimine, Mitsutoshi, and Kenji Ishihara. "Flow potential of sand during liquefaction." Soils and Foundations 38, no. 3 (1998): 189-198. [CrossRef] [Google Scholar]
  5. Oda, Masanobu. "The mechanism of fabric changes during compressional deformation of sand." Soils and foundations 12, no. 2 (1972): 1-18. [CrossRef] [Google Scholar]
  6. Masson, S., and J. Martinez. "Micromechanical analysis of the shear behaviour of a granular material." Journal of engineering mechanics 127, no. 10 (2001): 1007-1016. [CrossRef] [Google Scholar]
  7. Li, Xia, and Xiang-Song Li. "Micro-macro quantification of the internal structure of granular materials." Journal of engineering mechanics 135, no. 7 (2009): 641-656. [CrossRef] [Google Scholar]
  8. Li, Xiang Song, and Yannis F. Dafalias. "Anisotropic critical state theory: role of fabric." Journal of Engineering Mechanics 138, no. 3 (2011): 263-275. [CrossRef] [Google Scholar]
  9. Yan, W. M., and Lin Zhang. "Fabric and the critical state of idealized granular assemblages subject to biaxial shear." Computers and Geotechnics 49 (2013): 43-52. [CrossRef] [Google Scholar]
  10. Sadrekarimi, A., and S. M. Olson. "Critical state friction angle of sands." Géotechnique 61, no. 9 (2011): 771. [CrossRef] [Google Scholar]
  11. Shirley, Donald J., and Loyd D. Hampton. "Shear-wave measurements in laboratory sediments." The Journal of the Acoustical Society of America 63, no. 2 (1978): 607-613. [CrossRef] [Google Scholar]
  12. Styler, Mark A., and John A. Howie. "Continuous monitoring of bender element shear wave velocities during triaxial testing." Geotechnical Testing Journal 37, no. 2 (2014): 218-229. [CrossRef] [Google Scholar]
  13. Pennington, D. S., D. F. T. Nash, and M. L. Lings. "Anisotropy of G0 shear stiffness in Gault Clay." Géotechnique 47, no. 3 (1997): 391-398. [CrossRef] [Google Scholar]
  14. Ng, Charles WW, Erin HY Leung, and C. K. Lau. "Inherent anisotropic stiffness of weathered geomaterial and its influence on ground deformations around deep excavations." Canadian Geotechnical Journal 41, no. 1 (2004): 12-24. [CrossRef] [Google Scholar]
  15. Ng, Charles Wang Wai, and S. Y. Yung. "Determination of the anisotropic shear stiffness of an unsaturated decomposed soil." Géotechnique 58, no. 1 (2008): 23-35. [CrossRef] [Google Scholar]
  16. Jang, Deh-Jeng, J. David Frost, and Jin-Young Park. "Preparation of epoxy impregnated sand coupons for image analysis." Geotechnical Testing Journal 22, no. 2 (1999): 153-164. [CrossRef] [Google Scholar]
  17. Verdugo, Ramon, and Kenji Ishihara. "The steady state of sandy soils." Soils and foundations 36, no. 2 (1996): 81-91. [CrossRef] [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.