메뉴 건너뛰기




Volumn 47, Issue 8, 2010, Pages 1330-1338

A constitutive model for porous rock including effects of bond strength degradation and partial saturation

Author keywords

Bond; Constitutive model; Partial saturation; Plasticity

Indexed keywords

BOND STRENGTH (CHEMICAL); BOND STRENGTH (MATERIALS); DIGITAL STORAGE; ROCKS;

EID: 78649871295     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2010.08.003     Document Type: Article
Times cited : (20)

References (66)
  • 1
    • 29744456798 scopus 로고    scopus 로고
    • Siddharthan A general framework for the occurrence and faulting of deformation bands in porous granular rocks
    • Schultz RA, Siddharthan A general framework for the occurrence and faulting of deformation bands in porous granular rocks. Tectonophysics 2005, 411(1-4):1-18.
    • (2005) Tectonophysics , vol.411 , Issue.1-4 , pp. 1-18
    • Schultz, R.A.1
  • 2
    • 0000871415 scopus 로고
    • Behavior of Berea sandstone under confining pressure: Part 1. Yield and failure surfaces, and nonlinear elastic response
    • Khan AS, Xiang Y, Huang S. Behavior of Berea sandstone under confining pressure: Part 1. Yield and failure surfaces, and nonlinear elastic response. Int J Plasticity 1991, 7:607-624.
    • (1991) Int J Plasticity , vol.7 , pp. 607-624
    • Khan, A.S.1    Xiang, Y.2    Huang, S.3
  • 3
    • 0037055418 scopus 로고    scopus 로고
    • Mechanical behaviour of Lixhe chalk partly saturated by oil and water: experiment and modelling
    • Collin F, Cui YJ, Schroeder C, Charlier R. Mechanical behaviour of Lixhe chalk partly saturated by oil and water: experiment and modelling. Int J Numer Anal Methods Geomech 2002, 26:897-924.
    • (2002) Int J Numer Anal Methods Geomech , vol.26 , pp. 897-924
    • Collin, F.1    Cui, Y.J.2    Schroeder, C.3    Charlier, R.4
  • 4
    • 0030819956 scopus 로고    scopus 로고
    • The transition from brittle faulting to cataclastic flow in porous sandstones: mechanical deformation
    • Wong TF, David C, Zhu W. The transition from brittle faulting to cataclastic flow in porous sandstones: mechanical deformation. J Geophys Res B: Solid Earth 1997, 102(B2):3009-3025.
    • (1997) J Geophys Res B: Solid Earth , vol.102 , Issue.2 , pp. 3009-3025
    • Wong, T.F.1    David, C.2    Zhu, W.3
  • 5
    • 0042857382 scopus 로고    scopus 로고
    • The application of critical state soil mechanics to the mechanical behaviour of porous sandstones
    • Cuss RJ, Rutter EH, Holloway RF. The application of critical state soil mechanics to the mechanical behaviour of porous sandstones. Int J Rock Mech Min Sci 2003, 40:847-862.
    • (2003) Int J Rock Mech Min Sci , vol.40 , pp. 847-862
    • Cuss, R.J.1    Rutter, E.H.2    Holloway, R.F.3
  • 6
    • 4644334861 scopus 로고    scopus 로고
    • Compaction, dilatancy, and failure in porous carbonate Rocks
    • Vadjova V, Baud P, Wong TF. Compaction, dilatancy, and failure in porous carbonate Rocks. J Geophys Res B: Solid Earth 2004, 109(5):1-16.
    • (2004) J Geophys Res B: Solid Earth , vol.109 , Issue.5 , pp. 1-16
    • Vadjova, V.1    Baud, P.2    Wong, T.F.3
  • 8
    • 0002724115 scopus 로고
    • On the generalized stress-strain behaviour of 'wet' clay
    • Cambridge Univ Press, Cambridge, J. Heyman, F.A. Leckie (Eds.)
    • Roscoe KH, Burland JB. On the generalized stress-strain behaviour of 'wet' clay. Engineering plasticity 1968, 535-609. Cambridge Univ Press, Cambridge. J. Heyman, F.A. Leckie (Eds.).
    • (1968) Engineering plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 9
    • 0031109422 scopus 로고    scopus 로고
    • An elasto-plastic constitutive model for brittle-ductile transition in porous rocks
    • Shah K.R. An elasto-plastic constitutive model for brittle-ductile transition in porous rocks. Int J Rock Mech Min Sci 1997, 34(3-4):367.
    • (1997) Int J Rock Mech Min Sci , vol.34 , Issue.3-4 , pp. 367
    • Shah, K.R.1
  • 11
    • 0025676842 scopus 로고
    • The general and congruent effects of structure in natural soils and weak rocks
    • Leroueil S, Vaughan PR. The general and congruent effects of structure in natural soils and weak rocks. Geotechnique 1990, 40(3):467-488.
    • (1990) Geotechnique , vol.40 , Issue.3 , pp. 467-488
    • Leroueil, S.1    Vaughan, P.R.2
  • 12
    • 0000651720 scopus 로고
    • Conceptual bases for a constitutive model for bonded soils and weak rocks
    • Balkema, Rotterdam, A. Anagnostopoulos, F. Schlosser, N. Kalteziotis, R. Frank (Eds.)
    • Gens A, Nova R. Conceptual bases for a constitutive model for bonded soils and weak rocks. Geotechnical Engineering of hard soils-soft Rocks, Athens (Greece) 1993, 485-494. Balkema, Rotterdam. A. Anagnostopoulos, F. Schlosser, N. Kalteziotis, R. Frank (Eds.).
    • (1993) Geotechnical Engineering of hard soils-soft Rocks, Athens (Greece) , pp. 485-494
    • Gens, A.1    Nova, R.2
  • 13
    • 0041854206 scopus 로고    scopus 로고
    • A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation
    • Nova R, Castellanza R, Tamagnini C. A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation. Int J Numer Anal Methods Geomech 2003, 27(9):705-732.
    • (2003) Int J Numer Anal Methods Geomech , vol.27 , Issue.9 , pp. 705-732
    • Nova, R.1    Castellanza, R.2    Tamagnini, C.3
  • 14
    • 85154610028 scopus 로고    scopus 로고
    • Bond degradation and irreversible strains in soft argillaceous rock. In: Proceedings of the 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Boston, June
    • Vaunat J, Gens A. Bond degradation and irreversible strains in soft argillaceous rock. In: Proceedings of the 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Boston, June 2003.
    • (2003)
    • Vaunat, J.1    Gens, A.2
  • 15
    • 33947104976 scopus 로고    scopus 로고
    • A constitutive model for soft clayey rocks that includes weathering effects
    • Pinyol N, Vaunat J, Alonso EE. A constitutive model for soft clayey rocks that includes weathering effects. Géotechnique 2007, 57(2):137-151.
    • (2007) Géotechnique , vol.57 , Issue.2 , pp. 137-151
    • Pinyol, N.1    Vaunat, J.2    Alonso, E.E.3
  • 19
    • 85154609851 scopus 로고    scopus 로고
    • Effect of heterogeneity in capillary pressure on buoyancy driven flow of CO2. In: Sixth annual conference on carbon capture and sequestration. Proceedings of the SPE/DOE symposium on improved oil recovery, Tulsa, USA, 20-23 April
    • Saadatpoor E, Bryant SL, Sepehrnoori K. Effect of heterogeneity in capillary pressure on buoyancy driven flow of CO2. In: Sixth annual conference on carbon capture and sequestration. Proceedings of the SPE/DOE symposium on improved oil recovery, Tulsa, USA, 20-23 April 2008.
    • (2008)
    • Saadatpoor, E.1    Bryant, S.L.2    Sepehrnoori, K.3
  • 20
  • 22
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • Alonso EE, Gens A, Josa A. A constitutive model for partially saturated soils. Géotechnique 1990, 40(3):405-430.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 23
    • 0000173484 scopus 로고
    • Soil mechanics and work hardening theories of plasticity
    • Drucker DC, Gibson RE, Henkel DJ. Soil mechanics and work hardening theories of plasticity. Trans ASME 1957, 122:338-346.
    • (1957) Trans ASME , vol.122 , pp. 338-346
    • Drucker, D.C.1    Gibson, R.E.2    Henkel, D.J.3
  • 24
    • 33746775408 scopus 로고    scopus 로고
    • Numerical modelling of faulting and fluid flow in porous rocks: an approach based on critical state soil mechanics
    • Sheldon H.A, Barnicoat A.C, Ord A. Numerical modelling of faulting and fluid flow in porous rocks: an approach based on critical state soil mechanics. J Struct Geol 2006, 28:1468-1482.
    • (2006) J Struct Geol , vol.28 , pp. 1468-1482
    • Sheldon, H.A.1    Barnicoat, A.C.2    Ord, A.3
  • 25
    • 0030797948 scopus 로고    scopus 로고
    • The transition from brittle faulting to cataclastic flow: permeability evolution
    • Zhu W, Wong TF. The transition from brittle faulting to cataclastic flow: permeability evolution. J Geophys Res B: Solid Earth 1997, 102(B2):3027-3041.
    • (1997) J Geophys Res B: Solid Earth , vol.102 , Issue.2 , pp. 3027-3041
    • Zhu, W.1    Wong, T.F.2
  • 26
    • 0030451972 scopus 로고    scopus 로고
    • A new versatile expression for yield and plastic potential surfaces
    • Lagioia R, Puzrin AM, Potts DM A new versatile expression for yield and plastic potential surfaces. Comput Geotech 1996, 19:171-191.
    • (1996) Comput Geotech , vol.19 , pp. 171-191
    • Lagioia, R.1    Puzrin, A.M.2    Potts, D.M.3
  • 27
    • 34547885836 scopus 로고    scopus 로고
    • Shear enhanced compaction and strain localization: inelastic deformation and constitutive modelling of four porous sandstones
    • Baud P, Vadjova V, Wong TF Shear enhanced compaction and strain localization: inelastic deformation and constitutive modelling of four porous sandstones. J Geophys Res 2006, 111:B12401.
    • (2006) J Geophys Res , vol.111
    • Baud, P.1    Vadjova, V.2    Wong, T.F.3
  • 28
    • 1842637440 scopus 로고    scopus 로고
    • The role of non-normality in soil mechanics and some of its mathematical consequences
    • Nova R. The role of non-normality in soil mechanics and some of its mathematical consequences. Comput Geotech 2004, 31(3):185-191.
    • (2004) Comput Geotech , vol.31 , Issue.3 , pp. 185-191
    • Nova, R.1
  • 31
    • 0018712811 scopus 로고
    • A natural compression law for soils
    • Butterfield R. A natural compression law for soils. Geotechnique 1979, 29:469-480.
    • (1979) Geotechnique , vol.29 , pp. 469-480
    • Butterfield, R.1
  • 32
    • 85154534925 scopus 로고    scopus 로고
    • Stress-dependent permeability: characterization and modelling. Soc Petrol Eng 1999, paper SPE 56813.
    • Davis JP, Davis DK. Stress-dependent permeability: characterization and modelling. Soc Petrol Eng 1999, paper SPE 56813.
    • Davis, J.P.1    Davis, D.K.2
  • 33
    • 0029415875 scopus 로고
    • An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
    • Lagioia R, Nova R An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Géotechnique 1995, 45(4):633-648.
    • (1995) Géotechnique , vol.45 , Issue.4 , pp. 633-648
    • Lagioia, R.1    Nova, R.2
  • 35
    • 0344873188 scopus 로고    scopus 로고
    • Behaviour of hydrocarbon reservoir sands and sandstones
    • Coop MR, Willson SM Behaviour of hydrocarbon reservoir sands and sandstones. J Geotech Geoenviron ASCE 2003, 129(11):1010-1019.
    • (2003) J Geotech Geoenviron ASCE , vol.129 , Issue.11 , pp. 1010-1019
    • Coop, M.R.1    Willson, S.M.2
  • 37
    • 0001720755 scopus 로고
    • Behaviour of granular materials under high stresses
    • Vesic AB, Clough GW. Behaviour of granular materials under high stresses. J Soil Mech Found Div ASCE 1968, 94(SM3):661-688.
    • (1968) J Soil Mech Found Div ASCE , vol.94 , Issue.3 , pp. 661-688
    • Vesic, A.B.1    Clough, G.W.2
  • 41
    • 3242728494 scopus 로고    scopus 로고
    • Oedometric tests on artificially weathered carbonatic soft rocks
    • Castellanza R, Nova R. Oedometric tests on artificially weathered carbonatic soft rocks. J Geotech Geoenviron 2004, 130(7):728-739.
    • (2004) J Geotech Geoenviron , vol.130 , Issue.7 , pp. 728-739
    • Castellanza, R.1    Nova, R.2
  • 42
    • 33745045215 scopus 로고    scopus 로고
    • Elastoplastic damage modelling in unsaturated rocks and applications
    • Shao JF, Duveau G, Bourgeois F, Chen WZ. Elastoplastic damage modelling in unsaturated rocks and applications. Int J Geomech 2006, 6(2):119-130.
    • (2006) Int J Geomech , vol.6 , Issue.2 , pp. 119-130
    • Shao, J.F.1    Duveau, G.2    Bourgeois, F.3    Chen, W.Z.4
  • 43
    • 17644441601 scopus 로고    scopus 로고
    • Shear-enhanced compaction in sandstone under nominally dry and water-saturated conditions
    • Zhu W, Wong TF. Shear-enhanced compaction in sandstone under nominally dry and water-saturated conditions. Int J Rock Mech Min Sci 1997, 34(3-4):372.
    • (1997) Int J Rock Mech Min Sci , vol.34 , Issue.3-4 , pp. 372
    • Zhu, W.1    Wong, T.F.2
  • 44
    • 3142512733 scopus 로고    scopus 로고
    • A constitutive model for unsaturated soils: thermomechanical and computational aspects
    • Sheng D, Sloan SW, Gens A. A constitutive model for unsaturated soils: thermomechanical and computational aspects. Comput Mech 2004, 33:453-465.
    • (2004) Comput Mech , vol.33 , pp. 453-465
    • Sheng, D.1    Sloan, S.W.2    Gens, A.3
  • 45
    • 0000212475 scopus 로고
    • The principle of effective stress
    • Bishop AW. The principle of effective stress. Teknisk Ukeblad 1959, 106(39):859-863.
    • (1959) Teknisk Ukeblad , vol.106 , Issue.39 , pp. 859-863
    • Bishop, A.W.1
  • 46
    • 0014379767 scopus 로고
    • Volume change characteristics of partly saturated soils
    • Matyas EL, Radhakrishna HS. Volume change characteristics of partly saturated soils. Géotechnique 1968, 18:432-448.
    • (1968) Géotechnique , vol.18 , pp. 432-448
    • Matyas, E.L.1    Radhakrishna, H.S.2
  • 47
    • 85154549263 scopus 로고
    • Comportamiento deformacional del suelo no saturado bajo condiciones drenadas y no drenadas. PhD thesis, Universidad Politecnica de Catalunya
    • Lloret A. Comportamiento deformacional del suelo no saturado bajo condiciones drenadas y no drenadas. PhD thesis, Universidad Politecnica de Catalunya, 1982.
    • (1982)
    • Lloret, A.1
  • 48
    • 0037357018 scopus 로고    scopus 로고
    • Effective stress in unsaturated soil: a microstructural analysis
    • Li XS. Effective stress in unsaturated soil: a microstructural analysis. Géotechnique 2003, 53(2):273-277.
    • (2003) Géotechnique , vol.53 , Issue.2 , pp. 273-277
    • Li, X.S.1
  • 50
    • 0018929962 scopus 로고
    • General conservation equations for multiphase systems: 3. Constitutive theory for porous media flow
    • Hassanizadeh SM, Gray WG. General conservation equations for multiphase systems: 3. Constitutive theory for porous media flow. Adv Water Resour 1980, 3:25-40.
    • (1980) Adv Water Resour , vol.3 , pp. 25-40
    • Hassanizadeh, S.M.1    Gray, W.G.2
  • 51
    • 0037294709 scopus 로고    scopus 로고
    • Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils
    • Wheeler SJ, Sharma RS, Buisson MSR Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils. Géotechnique 2003, 53(1):41-54.
    • (2003) Géotechnique , vol.53 , Issue.1 , pp. 41-54
    • Wheeler, S.J.1    Sharma, R.S.2    Buisson, M.S.R.3
  • 52
    • 0037293574 scopus 로고    scopus 로고
    • J. An elasto-plastic model for unsaturated soil including the effect of saturation degree on mechanical behaviour
    • Gallipoli D, Gens A, Sharma RS., Vaunat J J. An elasto-plastic model for unsaturated soil including the effect of saturation degree on mechanical behaviour. Géotechnique 2003, 53(1):123-135.
    • (2003) Géotechnique , vol.53 , Issue.1 , pp. 123-135
    • Gallipoli, D.1    Gens, A.2    Sharma, R.S.3    Vaunat, J.4
  • 53
    • 0018724820 scopus 로고
    • The work input to a granular material
    • Houlsby GT. The work input to a granular material. Geotechnique 1979, 29(3):354-358.
    • (1979) Geotechnique , vol.29 , Issue.3 , pp. 354-358
    • Houlsby, G.T.1
  • 54
    • 0002752929 scopus 로고
    • Constitutive laws. In: Gens A, Jouanna P, Schrefler BA, editors. Modern issues in non-saturated soils. Vienna: Springer-Verlag
    • Gens A. Constitutive laws. In: Gens A, Jouanna P, Schrefler BA, editors. Modern issues in non-saturated soils. Vienna: Springer-Verlag; 1995, p. 129-58.
    • (1995) , pp. 129-158
    • Gens, A.1
  • 55
    • 44049098403 scopus 로고    scopus 로고
    • Effective stress concept in unsaturated soils: clarification and validation of a unified framework
    • Nuth M, Laloui L. Effective stress concept in unsaturated soils: clarification and validation of a unified framework. Int J Numer Anal Methods Geomech 2008, 32:770-801.
    • (2008) Int J Numer Anal Methods Geomech , vol.32 , pp. 770-801
    • Nuth, M.1    Laloui, L.2
  • 56
    • 0036599861 scopus 로고    scopus 로고
    • A modeling approach for analysis of coupled multiphase fluid flow, heat transfer, and deformation in fractured porous rock
    • Rutqvist J, Wu YS, Tsang CG, Bodvarsson G. A modeling approach for analysis of coupled multiphase fluid flow, heat transfer, and deformation in fractured porous rock. Int J Rock Mech Min 2002, 39(4):429-442.
    • (2002) Int J Rock Mech Min , vol.39 , Issue.4 , pp. 429-442
    • Rutqvist, J.1    Wu, Y.S.2    Tsang, C.G.3    Bodvarsson, G.4
  • 58
    • 33847252556 scopus 로고    scopus 로고
    • Coupled multiphase poroelastic analysis of reservoir depletion including surrounding strata
    • Yin S, Dusseault MB, Rothenburg L. Coupled multiphase poroelastic analysis of reservoir depletion including surrounding strata. Int J Rock Mech Min 2006, 44:758-766.
    • (2006) Int J Rock Mech Min , vol.44 , pp. 758-766
    • Yin, S.1    Dusseault, M.B.2    Rothenburg, L.3
  • 59
    • 0036626590 scopus 로고    scopus 로고
    • 2-injection into a brine formation
    • 2-injection into a brine formation. Environ Geol 2002, 42(2-3):296-305.
    • (2002) Environ Geol , vol.42 , Issue.2-3 , pp. 296-305
    • Rutqvist, J.1    Tsang, C.F.2
  • 60
    • 4644286481 scopus 로고
    • Limitation to the use of effective stress in partly saturated soils
    • Jennings JE, Burland JB. Limitation to the use of effective stress in partly saturated soils. Géotechnique 1962, 12(2):125-144.
    • (1962) Géotechnique , vol.12 , Issue.2 , pp. 125-144
    • Jennings, J.E.1    Burland, J.B.2
  • 61
    • 8644225627 scopus 로고    scopus 로고
    • Cam-Clay plasticity. Part V. A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media
    • Borja RI. Cam-Clay plasticity. Part V. A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media. Comput Method Appl Mech 2004, 193:5301-5338.
    • (2004) Comput Method Appl Mech , vol.193 , pp. 5301-5338
    • Borja, R.I.1
  • 62
    • 60649085143 scopus 로고    scopus 로고
    • A constitutive model for drying of a partially saturated porous material
    • Vlahinić I, Jennings HM, Thomas JJ. A constitutive model for drying of a partially saturated porous material. Mech Mater 2009, 42:319-328.
    • (2009) Mech Mater , vol.42 , pp. 319-328
    • Vlahinić, I.1    Jennings, H.M.2    Thomas, J.J.3
  • 63
    • 1542674475 scopus 로고    scopus 로고
    • A conceptual model to predict the deflation threshold shear velocity as affected by near surface soil water: I. Theory
    • Cornelis WM, Gabriels D, Hartmann R. A conceptual model to predict the deflation threshold shear velocity as affected by near surface soil water: I. Theory. Soil Sci Soc Am J 2004, 68:1154-1161.
    • (2004) Soil Sci Soc Am J , vol.68 , pp. 1154-1161
    • Cornelis, W.M.1    Gabriels, D.2    Hartmann, R.3
  • 64
    • 0019057216 scopus 로고
    • Van Genuchten MTh Closed-form equation for predicting the hydraulic conductivity of unsaturated soils
    • Van Genuchten MTh Closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 1980, 44(5):892-898.
    • (1980) Soil Sci Soc Am J , vol.44 , Issue.5 , pp. 892-898
  • 65
    • 0003177217 scopus 로고    scopus 로고
    • Mechanical behaviour of an idealised 'wet' clay. In: Proceedings of the European conference on soil mechanics and foundation engineering, Wiesbaden
    • Roscoe KH, Schofield AN. Mechanical behaviour of an idealised 'wet' clay. In: Proceedings of the European conference on soil mechanics and foundation engineering, Wiesbaden, vol. 1, 1963. p. 47-54.
    • , vol.1 , Issue.1963 , pp. 47-54
    • Roscoe, K.H.1    Schofield, A.N.2
  • 66
    • 78649899414 scopus 로고    scopus 로고
    • An instructive chemo-mechanical model for bonded geomaterials
    • Nova R, Parma M. An instructive chemo-mechanical model for bonded geomaterials. Rev Eur Génie Civil 2005, 9(5-6):1-20.
    • (2005) Rev Eur Génie Civil , vol.9 , Issue.5-6 , pp. 1-20
    • Nova, R.1    Parma, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.