Effective Stress Principle for Partially Saturated Rock Fractures
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- 作者：Y. Li ; Y. F. Chen ; C. B. Zhou
- 关键词：Rock fracture ; Partial saturation ; Effective stress ; Effective stress parameter
- 刊名：Rock Mechanics and Rock Engineering
- 出版年：2016
- 出版时间：March 2016
- 年：2016
- 卷：49
- 期：3
- 页码：1091-1096
- 全文大小：586 KB
- 参考文献：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 37:649–662CrossRef
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 44:981–996CrossRef
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):297–306CrossRef
Kirby JM (1991) The influence of soil deformations on the permeability to air. J Soil Sci 42(2):227–235CrossRef
Kueper BH, Mcwhorter DB (1991) The behavior of dense, nonaqueous phase liquids in fractured clay and rock. Ground Water 29(5):716–728CrossRef
Laloui L, Nuth M (2009) On the use of the generalised effective stress in the constitutive modelling of unsaturated soils. Comput Geotech 36(1):20–23CrossRef
Lanaro F (2000) A random field model for surface roughness and aperture of rock fractures. Int J Rock Mech Min Sci Geomech Abstr 37:1195–1210CrossRef
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 55:306–315CrossRef
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):371–382CrossRef
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):3103–3106CrossRef
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 16:613–627CrossRef
Weerakone W, Wong RCK, Mehrotra AK (2012) Measurement of capillary pressure curve of DNAPL in a water-saturated sandstone fracture. J Geotech Geoenviron Eng 138:614–624CrossRef
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 - 作者单位：Y. Li (1) (2)
Y. F. Chen (2)
C. B. Zhou (2) (3)
1. School of Hydraulic Engineering, Changsha University of Science and Technology, Changsha, 410114, China
2. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, 430072, China
3. School of Civil Engineering and Architecture, Nanchang University, Nanchang, 330031, China - 刊物类别：Earth and Environmental Science
- 刊物主题：Earth sciences
Geophysics and Geodesy
Civil Engineering - 出版者：Springer Wien
- ISSN：1434-453X
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