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Volumn 39, Issue 3, 2006, Pages 185-213

Hydromechanical behaviour of Fontainebleau sandstone

Author keywords

Non linear elasticity; Plasticity; Poromechanics; Sandstone; Undrained deformation

Indexed keywords

COMPRESSIBILITY; COMPRESSION TESTING; ELASTICITY; HYDROLOGY; MATHEMATICAL MODELS; ROCKS; SANDSTONE; STRESS ANALYSIS;

EID: 33745432845     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00603-005-0065-4     Document Type: Article
Times cited : (46)

References (39)
  • 3
    • 0001178709 scopus 로고
    • Hydraulic and acoustic properties as a function of porosity in Fontainebleau sandstone J
    • Bourbie, T., Zinszner, B. (1985): Hydraulic and acoustic properties as a function of porosity in Fontainebleau sandstone J. Geophys. Res. 90(B13), 11524-11532.
    • (1985) Geophys. Res. , vol.90 , Issue.B13 , pp. 11524-11532
    • Bourbie, T.1    Zinszner, B.2
  • 4
    • 0033325167 scopus 로고    scopus 로고
    • Mechanical properties of rocks-pore pressure and scale effects
    • Revue de l'Institut Français du Pétrole
    • Bouteca, M., Guegen, Y. (1999): Mechanical properties of rocks-pore pressure and scale effects. Oil and gaz science and technology. Revue de l'Institut Français du Pétrole 54(6), 703-714.
    • (1999) Oil and Gaz Science and Technology , vol.54 , Issue.6 , pp. 703-714
    • Bouteca, M.1    Guegen, Y.2
  • 5
    • 0000483963 scopus 로고
    • The influence of an undrained change in stress on the pore-pressure in porous media of low compressibility
    • Bishop, A. W. (1973). The influence of an undrained change in stress on the pore-pressure in porous media of low compressibility. Géotechnique 23(3), 435-442.
    • (1973) Géotechnique , vol.23 , Issue.3 , pp. 435-442
    • Bishop, A.W.1
  • 6
    • 33745431973 scopus 로고
    • Etude du comportement élastique et fragile des roches saturées par un liquide
    • Cornet, F. (1977): Etude du comportement élastique et fragile des roches saturées par un liquide. Rev. Franc. Géotechn. 2, 81-100.
    • (1977) Rev. Franc. Géotechn. , vol.2 , pp. 81-100
    • Cornet, F.1
  • 8
    • 0030271037 scopus 로고    scopus 로고
    • On the validity of the effective stress concept for assessing the strength of saturated porous materials: A homogenization approach
    • de Buhan, P., Dormieux, L. (1996): On the validity of the effective stress concept for assessing the strength of saturated porous materials: a homogenization approach. J. Mech. Phys. Solids 44, 1649-1667.
    • (1996) J. Mech. Phys. Solids , vol.44 , pp. 1649-1667
    • De Buhan, P.1    Dormieux, L.2
  • 9
    • 84989560688 scopus 로고
    • Maury & Fourmaintraux (eds), Rock at great depth. Balkema, Rotterdam
    • David, C., Darot, M. (1989): Permeability and conductivity of sandstones. In: Maury & Fourmaintraux (eds), Rock at great depth. Balkema, Rotterdam, 203-209.
    • (1989) Permeability and Conductivity of Sandstones , pp. 203-209
    • David, C.1    Darot, M.2
  • 10
    • 0017974450 scopus 로고
    • The influence of pore pressure on the mechanical properties of Kayenta sandstone
    • Dropek, R. K., Johnson, J. N., Walsh, J. B. (1978): The influence of pore pressure on the mechanical properties of Kayenta sandstone. J. Geoph. Res. 83(B6), 2817-2824.
    • (1978) J. Geoph. Res. , vol.83 , Issue.B6 , pp. 2817-2824
    • Dropek, R.K.1    Johnson, J.N.2    Walsh, J.B.3
  • 11
    • 30344432575 scopus 로고    scopus 로고
    • Adaptation du mode opératoire pour la réalisation d'essais en compression ≪vraie≫ sur les roches
    • El Bied, A., Sulem, J. (2003): Adaptation du mode opératoire pour la réalisation d'essais en compression ≪vraie≫ sur les roches. Rev. Franç. Géotechn. 103, 43-60.
    • (2003) Rev. Franç. Géotechn. , vol.103 , pp. 43-60
    • El Bied, A.1    Sulem, J.2
  • 12
    • 0036802488 scopus 로고    scopus 로고
    • Microstructure of shear zones in Fontainebleau sandstone
    • El Bied, A., Sulem, J., Martineau, F. (2002): Microstructure of shear zones in Fontainebleau sandstone, Int. J. Rock Mech. Min. Sci. 39(7), 917-932.
    • (2002) Int. J. Rock Mech. Min. Sci. , vol.39 , Issue.7 , pp. 917-932
    • El Bied, A.1    Sulem, J.2    Martineau, F.3
  • 13
    • 0030941889 scopus 로고    scopus 로고
    • Proelastic properties of limestones and sandstones under hydrostatic conditions
    • Fabre, D., Gustkiewicz, J. (1997): Proelastic properties of limestones and sandstones under hydrostatic conditions. Int. J. Rock Mech. Min. Sci. 34(1), 127-134.
    • (1997) Int. J. Rock Mech. Min. Sci. , vol.34 , Issue.1 , pp. 127-134
    • Fabre, D.1    Gustkiewicz, J.2
  • 15
    • 33646378789 scopus 로고
    • Induced pore pressure response during undrained deformalion of tuff and sandstone
    • Fredrich, J. T., Merlin, J. W., Clayton, R. B. (1995): Induced pore pressure response during undrained deformalion of tuff and sandstone. Mech. Mater. 20, 95-104.
    • (1995) Mech. Mater. , vol.20 , pp. 95-104
    • Fredrich, J.T.1    Merlin, J.W.2    Clayton, R.B.3
  • 16
    • 0002915913 scopus 로고
    • A. effective stress laws for fluid saturated porous rocks
    • Garg, S. K., Nur, A. (1973): A. Effective stress laws for fluid saturated porous rocks. J. Geoph. Res. 78(26), 5911-5921.
    • (1973) J. Geoph. Res. , vol.78 , Issue.26 , pp. 5911-5921
    • Garg, S.K.1    Nur, A.2
  • 18
    • 0031109686 scopus 로고    scopus 로고
    • Strain localization in fontainebleau sandstone : Macroscopic and microscopic investigations
    • Paper No. 161
    • Haied, A., Kondo, D. (1997): Strain localization in Fontainebleau sandstone : macroscopic and microscopic investigations Int. J. Rock Mech. Min. Min. Sci. 34(3-4) Paper No. 161.
    • (1997) Int. J. Rock Mech. Min. Min. Sci. , vol.34 , Issue.3-4
    • Haied, A.1    Kondo, D.2
  • 19
    • 0001602883 scopus 로고
    • Experimental deformation of sedimentary rocks under confining pressure: Pore pressure tests
    • Handin, J., Hager, R. V., Friedman, M., Feather, J. N. (1963): Experimental deformation of sedimentary rocks under confining pressure: pore pressure tests. Bull. Am. Assoc. Petroleum Geologists 47(5), 717-754.
    • (1963) Bull. Am. Assoc. Petroleum Geologists , vol.47 , Issue.5 , pp. 717-754
    • Handin, J.1    Hager, R.V.2    Friedman, M.3    Feather, J.N.4
  • 20
    • 0027642534 scopus 로고
    • Reducing fractional constraint in compression testing through lubrication
    • Labuz, J. F., Bridell, J. M. (1993): Reducing fractional constraint in compression testing through lubrication. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 30, 451-455.
    • (1993) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.30 , pp. 451-455
    • Labuz, J.F.1    Bridell, J.M.2
  • 21
    • 0031105148 scopus 로고    scopus 로고
    • The concept of effective stress for soil, concrete and rock
    • Lade, P. V., De Boer, R. (1997): The concept of effective stress for soil, concrete and rock. Géotechnique 47(1), 61-78.
    • (1997) Géotechnique , vol.47 , Issue.1 , pp. 61-78
    • Lade, P.V.1    De Boer, R.2
  • 22
    • 85059113898 scopus 로고
    • Engineering problems due to fluid pressure response in rock
    • Am. Inst Pet. Eng., Univ. California
    • Lane, K. S. (1970): Engineering problems due to fluid pressure response in rock. Rock Mechanics - Theory and practice. Am. Inst Pet. Eng., Univ. California, 501-514.
    • (1970) Rock Mechanics - Theory and Practice , pp. 501-514
    • Lane, K.S.1
  • 24
    • 0022266953 scopus 로고
    • On the choice of elastic parameters for sand
    • Loret, B. (1985): On the choice of elastic parameters for sand. Int. J. Num. Anal. Meth. Geomech. 9, 285-292.
    • (1985) Int. J. Num. Anal. Meth. Geomech. , vol.9 , pp. 285-292
    • Loret, B.1
  • 25
    • 0036526507 scopus 로고    scopus 로고
    • Stress equivalence principle for saturated porous media
    • Mécanique
    • Lydzba, D., Shao, J. F. (2002): Stress equivalence principle for saturated porous media. C.R. Acad. Sci. Paris, Mécanique 330, 297-303.
    • (2002) C.R. Acad. Sci. Paris , vol.330 , pp. 297-303
    • Lydzba, D.1    Shao, J.F.2
  • 26
    • 33745439686 scopus 로고
    • Pore pressure effects on Berea sandstone subjected to experimental deformation
    • Merrill, J., Aldrich, M. J. (1969): Pore pressure effects on Berea sandstone subjected to experimental deformation. Geol. Soc. AM. Bull. 80, 1577-1586.
    • (1969) Geol. Soc. AM. Bull. , vol.80 , pp. 1577-1586
    • Merrill, J.1    Aldrich, M.J.2
  • 27
    • 0016970737 scopus 로고
    • Pore-pressure response in tock to undrained change in all-round stress
    • Mesri, G. K., Adachi, K., Ullrich, C. R. (1976): Pore-pressure response in tock to undrained change in all-round stress, Géotechnique 26(2), 317-330.
    • (1976) Géotechnique , vol.26 , Issue.2 , pp. 317-330
    • Mesri, G.K.1    Adachi, K.2    Ullrich, C.R.3
  • 28
    • 0000730026 scopus 로고
    • A exact effective stress law for elastic deformation of rock with fluids
    • Nur, A., Byerlee, J. D. (1971): A exact effective stress law for elastic deformation of rock with fluids, J. Geoph. Res. 76, 6414-6419.
    • (1971) J. Geoph. Res. , vol.76 , pp. 6414-6419
    • Nur, A.1    Byerlee, J.D.2
  • 29
    • 0033324640 scopus 로고    scopus 로고
    • Constitutive laws for geomaterials
    • Papamichos, E. (1999) Constitutive laws for geomaterials, Oil Gas Sei. Technol. 54(6), 759-771.
    • (1999) Oil Gas Sei. Technol. , vol.54 , Issue.6 , pp. 759-771
    • Papamichos, E.1
  • 31
    • 0031079851 scopus 로고    scopus 로고
    • The effect of slenderness an lubrication on the uniaxial behavior of a soft limestone
    • Pellegrino, A., Sulem, J., Barla, G. (1997): The effect of slenderness an lubrication on the uniaxial behavior of a soft limestone. Technical note. Int. J. Rock Mech. Min. Sci. 34(2), 333-340.
    • (1997) Technical Note. Int. J. Rock Mech. Min. Sci. , vol.34 , Issue.2 , pp. 333-340
    • Pellegrino, A.1    Sulem, J.2    Barla, G.3
  • 33
    • 0346950207 scopus 로고    scopus 로고
    • Experiments on strain localisation in dense sand under isochoric conditions
    • Oka, F. (ed.), Balkema, Rotterdam
    • Roger, V., Desrues, J., Viggiani, G. (1998): Experiments on strain localisation in dense sand under isochoric conditions. In: Oka, F. (ed.), Localisation and bifurcation theory for soils and rocks. Balkema, Rotterdam, 239-248.
    • (1998) Localisation and Bifurcation Theory for Soils and Rocks , pp. 239-248
    • Roger, V.1    Desrues, J.2    Viggiani, G.3
  • 34
    • 85048299595 scopus 로고
    • Consolidated undrained triaxial test procedure for shale
    • Roegiers, J. C. (ed.), Rock mechanics as a multidisciplinary science. , Balkema, Rotterdam
    • Streiger, R. P., Leung, P. K. (1991): Consolidated undrained triaxial test procedure for shale. In: Roegiers, J. C. (ed.), Rock mechanics as a multidisciplinary science. Proc. 32nd U. S. Symp., Balkema, Rotterdam, 637-646.
    • (1991) Proc. 32nd U. S. Symp. , pp. 637-646
    • Streiger, R.P.1    Leung, P.K.2
  • 37
    • 30344445863 scopus 로고
    • A study on the strain and pore water pressure characteristics of sandstone during repeated loading
    • Cundall et al., (eds) , Balkema, Rotterdam
    • Tien.Y. M., Lee, D. H., Juang, C. H. (1988): A study on the strain and pore water pressure characteristics of sandstone during repeated loading. In: Cundall et al., (eds). Key questions in rock mechanics, Balkema, Rotterdam, 43-49.
    • (1988) Key Questions in Rock Mechanics , pp. 43-49
    • Tien, Y.M.1    Lee, D.H.2    Juang, C.H.3


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