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
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
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
Kirby JM (1991) The influence of soil deformations on the permeability to air. J Soil Sci 42(2):227–235
Kueper BH, Mcwhorter DB (1991) The behavior of dense, nonaqueous phase liquids in fractured clay and rock. Ground Water 29(5):716–728
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
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
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
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
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
Lu N, Likos WJ (2004) Unsaturated soil mechanics. Wiley, Hoboken
Tuncay K, Corapcioglu MY (1995) Effective stress principle for saturated fractured porous media. Water Resour Res 31(12):3103–3106
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
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
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
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
Corresponding author
Rights and permissions
About this article
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
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00603-015-0758-2