ENVIRONMENTAL GEOMECHANICS


Environmental Geomechanics

[1] AGIP, Progetto Alto Adriatico - Studio di impatto ambientale, AGIP, San Donato, 1996, Italy

[2] E.E. Alonso, A. Gens, and A. Josa, A constitutive model for partially
saturated soils
, "Géotechnique", 40, 1990, 405-430.

[3] R. Antonelli, P. Fabbri, V. Iliceto, C. Majorana, P. Previatello, B.A. Schrefler, and R. Sedea, The Geothermal Euganean field: a subsidence modelling approach, in "Proceedings of the World Geothermal Congress, Florence", International Geothermal Association, 1995, pp. 1263-68.

[4] F.B.J. Barends, J.T. van der Poel, and J.A.M. Teunissen, Geomechanical simulation of static and dynamic subsidence by reservoir compaction. Land subsidence, Barends, Brouwer & Schröder Eds, Balkema, Rotterdam, 1995, pp. 237-245.

[5] M.A. Biot, General theory of three Œ dimensional consolidation, "J. Appl. Phys.", 12, 1956, pp. 155-64.

[6] A.W. Bishop, The principle of effective stress, "Teknisk Ukeblad", 39, 1959, pp. 859-863.

[7] G. Bolzon, B.A. Schrefler, and O.C. Zienkiewicz, Elastoplastic soil constitutive laws generalised to partially saturated states, "Géotechnique", 46, 1996, 279-289.

[8] M. Brignoli, F.J. Santarelli, and E. Papamichos, Capillary effects in sedimentary rocks: Application to reservoir water-flooding, in "Rock Mechanics", Proc. 35th U.S. Symposium, J.J.K. Daemen and R.A. Schultz (eds.), Balkema, Rotterdam, 1995, 619-625.

[9] R.N. Brooks and A.T. Corey, Properties of Porous Media Affecting Fluid Flow, "J. Irrig. Drain Div. Am. Soc. Civ. Eng.", (IR2), 1992, pp. 61-68.

[10] L. Carbognin, P. Gatto, G. Mozzi, G. Gambolati, and G. Ricceri, New trend in the subsidence of Venice, in "Proceedings of the 2nd International Symposium on Land Subsidnce", Anaheim CA, IAHS (International Association of Hydrological Aciences), 121, 1976, pp. 65-81.

[11] A.H.D. Cheng J.A. and Ligget, Boundary integral equation method for linear porous-elasticity with applications to soil consolidation, "Int. J. Num. Meth. Engng.", 20, 1984, pp. 255-78.

[12] G. Evangelisti and B. Poggi, Sopra i fenomeni di deformazione dei terreni da variazione di strato, "Atti Acc. delle Scienze dell'Istituto di Bologna", Serie II, 6, 1970.

[13] D.G. Fredlund, N.R. Morgenstern, and R.A. Widger, The shear strength of unsaturated soils, "Can. Geotech. J.", 15, 1978, pp. 313-321.

[14] G. Gambolati, Deviation from the Theis solution in aquifers undergoing three-dimensional consolidation, "Water Resources Research", 13, 1997, pp. 62-68.

[15] G. Gambolati, P. Gatto and A. Freeze, Mathematical simulation of the subsidence of Venice, 2, results, "Water Resources Research", 10(3), 1974, pp. 563-577.

[16] G. Gambolati, G. Ricceri, W. Bertoni, G. Brighenti, and E. Vuillermin, Mathematical simulation of the subsidence of Ravenna, Water Resources Res., 27, 1991, pp. 2899-2918.

[17] G. Gambolati, P. Teatini, and W. Bertoni, Numerical prediction of land subsidence over Dosso degli Angeli gas field, Ravenna, Italy, in "Current research and case studies of land subsidence", Proceedings J.F. Poland Symp. on Land subsidence, Sacramento, (CA), 1995.

[18] P. Gatto, Il sottosuolo del litorale veneziano, Tech. Rep. 108, "Ist. Stud. Din. Grandi Masse", Venice, 1991.

[19] J. Geertsma and G. Van Opstal, A numerical technique for predicting subsidence above compacting reservoirs, based on the nucleus of strain concept, Verhandelingen Kon. Ned. Geol. Mijnbouwk, Gen., 28, 1973, pp. 63-78.

[20] M. Hassanizadeh and W.G. Gray, General conservation equations for multiphase systems: 2, mass, energy and momentum equations, "Adv. Water Resources", 2, 1979, pp. 191-203.

[21] M. Hassanizadeh and W.G. Gray, General conservation equations for multiphase systems: 3, constitutive theory for porous media flow, "Adv. Water Resources", 3, 1980, pp. 25-40.

[22] W. Kanouk-Nukulchai and K.T. Chau, Fundamental solutions and boundary element for saturated porous halfspace, in "Computational Mechanics", S. N. Atluri and G. Yagawa (eds.), Springer-Verlag, 63, 1988, pp., vi, 1-2.

[23] L. Laloui, F. Geiser, L. Vulliet, X.L. Li, A. Bolle, and R. Charlier, Characterization of the mechanical behaviour of an unsaturated sandy silt, in "Proc XIVth Int. Conf. On Soil Mechanics and Foundation Engineering", Hambourg, 1997, pp. 347-350.

[24] R.W. Lewis and B.A. Schrefler, A finite element analysis of surface subsidence, in "Evaluation and Prediction of Subsidence", S. K. Saxena (ed.), ASCE, New York, 1978a, pp. 400-416.

[25] R.W. Lewis and B.A. Schrefler, A fully coupled consolidation model of the subsidence of Venice, "Water Resources Research", 14(2), 1978b, pp. 223-230.

[26] R.W. Lewis and B.A. Schrefler, The Finite Element Method in the Deformation and Consolidation of Porous Media, John Wiley & Sons, Chichester, 1998.

[27] R.W. Lewis and Y. Sukirman, Finite element modeling of three Œ phase flow in deforming saturated oil reservoirs, "Int. J. Anal. Num. Meth. Geom.", 18, 1993, pp. 619-639.

[28] A.C. Liakopulos, Transient flow through unsaturated porous media, Ph.D. thesis, University of California at Berkley, 1965.

[29] J. McNamee and R.E. Gibson, Plane strain and axially symmetric problems of the consolidation of a semi-infinite clay stratum, "Q. J. Mech. Appl. Math.", 13, 1960, pp. 210-227.

[30] W.K.S. Pao, Aspect of continuum modelling and numerical simulations of coupled multiphase deformable non Œ isothermal porous continua, Ph.D. thesis, University of Wales, Swansea, 2000.

[31] E. Papamichos and G. Schei, Characterization of Adriatic soft weak sediments for subsidence studies, "IKU Petroleum Research", Tronfheim, Norway, Report N. 33.0693.00/01/01/98, 1998.

[32] E. Papamichos, M. Brignoli, and G. Schei, Compaction in soft weak rocks due to water flooding, "Proc. SPE/ISRM Eurock", 1998, pp. 411-417.

[33] M. Pastor, O.C. Zienkiewicz and A.H.C. Chan, Generalized plasticity and the modelling of soil behaviour, "Int. J. Numer. Anal. Methods Geomech.", 14, 1990, pp. 151-190.

[34] A. Perez-Foguet, A. Rodriqez-Ferran, and A. Huerta, Numerical differentiation for non trivial consistent tangent matrices: an application to the MRS-Lade model, "International Journal for Numerical Methods in Engineering", 48/2, 1999, pp. 159-184.

[35] J.J.E. Poettgens and F.J.J. Broewer, Land Subsidence due to gas extraction in the northern part of the Netherlands, in "Land subsidence", Proc. Fourth Symposium on Land Subsidence, IAHS Publ. N. 200, 1991, pp. 99-108.

[36] J.F. Poland (ed.), Guidebook to studies of land subsidence due to groundwate withdrawal, Unesco, Paris, 1984.

[37] G. Ricceri and R. Butterfield, An analysis of compressibility data from a deep borehole in Venice, "Géotechnique", 24/2, 1974, pp. 175-191.

[38] G. Ricceri and B.A. Schrefler, Condizioni al contorno, leggi costitutive e parametri geotecnici nella simulazione dei processi di subsidenza, in "Atti e Mem. Accademia Patavina di Scienze, Lettere ed Arti", Vol. XCI, Parte II, Classe di Scienze MM. e NN., 1978-79.

[39] J.B. Schoonbeek, Land subsidence as a result of natural gas extraction in the province of Groningen, "Soc. Petroleum Engineers of AIME", 1976 (Preprint).

[40] B.A. Schrefler, Investigation of land subsidence in the lower Po valley using a finite element consolidation model, in "Proceedings of the XXth ICES UGW Conference", Vol. 1, EIDA, EUROCOPY, ISPRA, 1978 (see also ICES J., 10, pp. 38-57).

[41] B.A. Schrefler and L. Simoni, La subsidenza sopra i giacimenti di gas naturale, "Accademia Patavina di Scienze, Lettere ed Arti", Vol. CIX, Parte II, 1997, pp. 85-113.

[42] B.A. Schrefler, R.L. Lewis, and V.A. Norris, A case study of surface subsidence of the Polesine area, "Int. J. Num. Anal. Meth. Geomech.", 1, 1977, pp. 377-386.

[43] B.A. Schrefler, R. Matteazzi, D. Gawin, and X. Wang, Two parallel computing methods for coupled thermo Œ hydro Œ mechanical problems, "Computer Aided Civil and Infrastructure Engineering", 15, 2000, pp. 176-188.

[44] B.A. Schrefler, V. Salomoni, and L. Simoni, Modelling of Soil Deformation Induced by Offshore and Onshore Gas Recovery, in "Proc. Workshop on Baugrund-Tragwerk-Interaction, 21.11.97", Technische Universität Darmstadt, Heft 38 Darmstadt, 1997, pp. 27-38.

[45] B.A. Schrefler, L. Simoni, and V. Salomoni, Prediction of surface subsidence above gas reservoirs, "Civil Infrastructure Systems: Intelligent Renewal", F. Casciati, F. Maceri, M.P. Singh, and P. Spanos (eds.), World Scientific, Singapore, 1998, pp. 315-327.

[46] B.A. Schrefler and R. Scotta, A fully coupled dynamic model for two-phase fluid flow in deformable porous media, 2001 (in print on CMAME).

[47] B.A. Schrefler and L. Simoni, An Elastoplastic Constitutive Model for Partially Saturated Soils, in "Handbook of Material Behavior, Nonlinear Models and Properties", J. Lemaitre (ed.), Academic Press, San Diego (California), 2000.

[48] Ch. Schroeder, A.P. Bois, V. Maury, and G. Hallé, Water / Chalk (or collapsible soil) interaction: Part II, Results of tests performed in laboratory on Liche Chalk to calibrate waterchalk models, "SPE/ISRM 47587", Trondheim, 1998.

[49] R. Serandrei-Barbero, Indagine sullo sfruttamento artesiano nel comune di Venezia 1846-1970, "Tech. Rep. 31", CNR, Lab. Stud. Din. Grandi Masse, Venice, 1973.

[50] J.C. Simo and T.J.R. Hughes, Computational Inelasticity, New York, Springer-Verlag Inc., 1998.

[51] L. Simoni, V. Salomoni, and B.A. Schrefler, Elastoplastic subsidence models with and without capillary effects, "Computer Methods in Applied Mechanics and Engineering", 171, 1999, pp. 491-502.

[52] L. Simoni and B.A. Schrefler, Parameter identification for a suction dependent plasticity model, "I. J. Anal. Num. Meth. Geom.", 25, 2001, pp. 263-272.

[53] M.B. Standing, Volumetric and phase behaviour of oil field hydrocarbon systems, Reinhold, New York, 1952.

[54] K. von Terzaghi, Die Berechnung der Durchlässigkeitsziffer des Tones aus dem Verlauf der hydrodynamischen Spannungserscheinungen, "Sitzungsber. Akad. Wiss., Math. Œ Naturwiss", Section IIa, 132/3-4, 1983, pp. 125-138.

[55] H.W. Zhang, O.M. Heeres, R. de Borst, and B.A. Schrefler, Implicit integration of a generalized plasticity constitutive model for partially saturated soil, 2001 (in print in "Engineering Computations").

[56] O.C. Zienckiewicz and R. Taylor, The finite element method, Vols. 1 and 2, McGraw-Hill, New York, 1991.

[57] O.C. Zienkiewicz, A.H.C. Chan, M. Pastor, B.A. Schrefler, and T. Shiomi, Computational geomechanics with special reference to earthquake engineering, John Wiley & Sons, Chichester, 1999.