Skip to main content
Log in

Effective Stress Principle for Partially Saturated Rock Fractures

  • Technical Note
  • Published:
Rock Mechanics and Rock Engineering Aims and scope Submit manuscript

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3

References

  • Bertels SP, Dicarlo DA, Blunt MJ (2001) Measurement of aperture distribution, capillary pressure, relative permeability, and in situ saturation in a rock fracture using computed tomography scanning. Water Resour Res 37:649–662

    Article  Google Scholar 

  • Bishop AW (1959) The principles of effective stress. Teknisk Ukeblad 106(39):859–863

  • Chen YF, Zhou CB, Sheng YQ (2007) Formulation of strain-dependent hydraulic conductivity for a fractured rock mass. Int J Rock Mech Min Sci 44:981–996

    Article  Google Scholar 

  • Ghabezloo S, Sulem J, Guédon S, Martineau F (2009) Effective stress law for the permeability of a limestone. Int J Rock Mech Min Sci 46(2):297–306

    Article  Google Scholar 

  • Kirby JM (1991) The influence of soil deformations on the permeability to air. J Soil Sci 42(2):227–235

    Article  Google Scholar 

  • Kueper BH, Mcwhorter DB (1991) The behavior of dense, nonaqueous phase liquids in fractured clay and rock. Ground Water 29(5):716–728

    Article  Google Scholar 

  • Laloui L, Nuth M (2009) On the use of the generalised effective stress in the constitutive modelling of unsaturated soils. Comput Geotech 36(1):20–23

    Article  Google Scholar 

  • Lanaro F (2000) A random field model for surface roughness and aperture of rock fractures. Int J Rock Mech Min Sci Geomech Abstr 37:1195–1210

    Article  Google Scholar 

  • Li Y, Chen YF, Jiang QH, Hu R, Zhou CB (2014a) Performance assessment and optimization of seepage control system: a numerical case study for Kala underground powerhouse. Comput Geotech 55:306–315

    Article  Google Scholar 

  • Li Y, Chen YF, Zhou CB (2014b) Hydraulic properties of partially saturated rock fractures subjected to mechanical loading. Eng Geol. doi:10.1016/j.enggeo.2014.06.019

    Google Scholar 

  • Liu HH, Wei MY, Rutqvist J (2013) Normal-stress dependence of fracture hydraulic properties including two-phase flow properties. Hydrogeol J 21(2):371–382

    Article  Google Scholar 

  • Lu N, Likos WJ (2004) Unsaturated soil mechanics. Wiley, Hoboken

    Google Scholar 

  • Tuncay K, Corapcioglu MY (1995) Effective stress principle for saturated fractured porous media. Water Resour Res 31(12):3103–3106

    Article  Google Scholar 

  • von Terzaghi K (1923) Die Berechnung der DurchIässigkeit des Tones aus dem Verlauf der hydrodynamischen Spannungserscheinungen, Sitzungsber Akad Wiss, Math-Naturwiss Kl, Abt. IIa 132:125–138

  • Walsh R, McDermott C, Kolditz O (2008) Numerical modeling of stress-permeability coupling in rough fractures. Hydrogeol J 16:613–627

    Article  Google Scholar 

  • Weerakone W, Wong RCK, Mehrotra AK (2012) Measurement of capillary pressure curve of DNAPL in a water-saturated sandstone fracture. J Geotech Geoenviron Eng 138:614–624

    Article  Google Scholar 

  • Zandarin MT, Alonso E, Olivella S (2013) A constitutive law for rock joints considering the effects of suction and roughness on strength parameters. Int J Rock Mech Min Sci 60:333–344

    Google Scholar 

Download references

Acknowledgments

The authors thank the Editor and the anonymous reviewers for the valuable comments in improving this study. The financial supports from the National Natural Science Foundation of China (Nos. 51179136 and 51222903) and the National Basic Research Program of China (No. 2011CB013503) are gratefully acknowledged.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Y. Li.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Li, Y., Chen, Y.F. & Zhou, C.B. Effective Stress Principle for Partially Saturated Rock Fractures. Rock Mech Rock Eng 49, 1091–1096 (2016). https://doi.org/10.1007/s00603-015-0758-2

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00603-015-0758-2

Keywords

Navigation