EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 276 (2021) E3S Web Conf., 276 (2021) 01023 References
Open Access
Issue
E3S Web Conf.
Volume 276, 2021
2021 5th International Conference on Water Conservancy, Hydropower and Building Engineering (WCHBE 2021)
Article Number 01023
Number of page(s) 5
Section Water Conservancy and Hydropower and Natural Geological Exploration
DOI https://doi.org/10.1051/e3sconf/202127601023
Published online 23 June 2021
  1. Boer R.D., Lade P.V. (1997) The concept of effective stress for soil, concrete and rock. Geotechnique., 47: 61–78. [CrossRef] [Google Scholar]
  2. Singh P.N., Wallender W.W. (2007) Effective Stress from Force Balance on Submerged Granular Particles. Int. J. Geomech., 7: 186–193. [CrossRef] [Google Scholar]
  3. Yamamuro J.A., Lade P.V. (1993) B-Value Measurements for Granular Materials at High Confining. Geotech. Test. J., 165–171. [Google Scholar]
  4. Terzaghi K. (1936) The shearing resistance of saturated soils and the angle between planes of shear. In: Proc. of Int. Conf. on Smfe. Harvard University. [Google Scholar]
  5. Terzaghi K. (1923) Die berechnung der durchlässigkeitsziffer des tones aus dem verlauf der hydrodynamischen Spannungserscheinungen. Sitzungber Akad Wiss Wien. 132: 125–138. [Google Scholar]
  6. Skempton A.W. (1961) Effective Stress in Soils, Concrete and Rocks. Proc. Conf. Pore Pressure & Suction in Soils. London, UK. [Google Scholar]
  7. OKA F. (1996) Validity and Limits of the Effective Stress Concept in Geomechanics. Mech. Cohesive-frictional. Materials., 219–234. [Google Scholar]
  8. Li G.X. (2007) Can the effective stress principle be overturned. Geot. Eng. World., 10: 22–26. [Google Scholar]
  9. Li G.X. (2011) Some problems about principle of effective stress. Chinese J. Geot. Eng., 33: 315–320. [Google Scholar]
  10. Shao L.T. (2011) Skeleton stress equation for saturated soils. Chinese J. Geot. Eng., 33: 1833–1837. [Google Scholar]
  11. Lu D.C., Du X.L., Xu C.S. (2013) Analytical solutions to principle of effective stress. Chinese J. Geot. Eng., 35: 146–151. [Google Scholar]
  12. Biot M.A. (1955) Theory of Elasticity and Consolidation for a Porous Anisotropic Solid. J. Appl. Phys., 26: 182–185. [CrossRef] [MathSciNet] [Google Scholar]
  13. Schiffman, Robert L. (1970) The stress components of a porous medium. J. Geophys. Res., 75: 4035–4038. [CrossRef] [Google Scholar]
  14. Skempton A.W., Bishop A.W. (1954) Soils in building materials, their elasticity and inelasticity. North Holland, Amsterdam., 417–482. [Google Scholar]
  15. Bishop A.W. (1959) The Principle of Effective Stress. Teknisk Ukeblad, 39. [Google Scholar]
  16. Cao Y.C. (2013) Effective Stress Principle of Saturated Soils in Terms of Skeleton Compressibility. Construction Technology., 7-11. [Google Scholar]
  17. Du X.L., Zhang P., Xu C. S., Lu D.C. (2018) Discussion on the effective stress principle and effective stress. Chinese J. Geot. Eng., 40: 486–494. [Google Scholar]
  18. Biot M.A. (1941) General Theory of Three-Dimensional Consolidation. J. Appl. Phys., 12: 155–164. [CrossRef] [Google Scholar]
  19. Biot M.A., Willis D.G. (1957) The elastic coefficients of the theory of consolidation. J. Appl. Mech., 15: 594–601. [CrossRef] [Google Scholar]
  20. Chen M., Chen Z.D. (1999) Effective stress laws for multi-porosity media. Appl. Math. Mech., 11: 1207–1213. [Google Scholar]
  21. Bishop, A.W. (1973) The influence of an undrained change in stress on the pore pressure in porous media of low compressibility. Geotechnique., 3: 435–442. [Google Scholar]
  22. Zhang Z.C., Cheng X.H. (2014) Effective stress in saturated soil: a granular solid hydrodynamics approach. Granul. Matter. 16: 761–769. [Google Scholar]
  23. Suklje L., Durante V.A. (1971) Rheological Aspects of Soil Mechanics. Hydrotech. Constr., 5: 300–301. [Google Scholar]
  24. Xu C.S., Li Y.M., Pan X., Geng L. (2019) Experimental study on effect of initial static pore water pressure on static and dynamic shear properties of sand. Chinese J. Geot. Eng., 41: 1050–1057. [Google Scholar]
  25. GB/T 50145 - 2007. (2008) Standard for soil test method. Beijing, M. E. Sharpe. [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.