A numerical approach for partially saturated geomaterials under shock

International Journal of Impact Engineering

Volumn 28, Issue 7, 2003, Pages 717-741

  Mariotti, C ^a   Perlat, J P ^a   Guerin J M ^a  

^a CEA DIF   (France)

Author keywords

[No Author keywords available]

Indexed keywords

EQUATIONS OF STATE OF LIQUIDS; MATHEMATICAL MODELS; RHEOLOGY; SHOCK TESTING;

SATURATED GEOMATERIALS;

MATERIALS SCIENCE;

EID: 0037411676     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0734-743X(02)00155-0     Document Type: Article

References (33)

1. Mariotti C., Thomas F. Loi de comportement ARMOR pour géomatériaux sous chargement dynamique. J Phys IV Colloq C8. 4:1994;577-582.
2. Hésione, Notice théorique du logiciel HESIONE, Rapport CEA/DAM, Département de Mathématiques Appliquées, 1990.
3. Terzaghi K. The shearing resistance of saturated soils, the angle between the planes of shear. First International Conference on Soil Mechanics and Foundation Engineering, vol. I, Harvard University, 1936. p. 54-6.
4. Biot M.A. General theory of three dimensional consolidation. J Appl Phys. 12:1941;155-164.
5. Skempton AW. Effective stress in soils, concrete and rocks. Proceedings of the Conference on Pore pressure, succion in soils. London: Butterworth, 1960.
6. Nur A, Byerlee JD, An exact effective stress law for elastic deformation and forces in the Earth: advances in rock mechanics. Proceedings of the 3rd ISRM Congress, Part A, Denver, Colorado, 1971. p. 243-318.
7. Bishop A.W. The influence of an undrained change in stress on the pore pressure in porous media of low compressibility. J Appl Mech. 24:1973;594-601.
8. Nikolaevskiy V.N. Geomechanics and fluidodynamics with applications to reservoir engineering, theory and applications of transport in porous media. 1996;Kluwer Academic Publishers, Hingham, MA.
9. Paterson M.S. Experimental rock deformation. the Brittle field:1978;Springer, New York.
10. Butkovich T.R. Influence of water in rocks on effects of underground nuclear explosions. J Geophys Res. 76(8):1971;1993-2011.
11. Attia A.V. Numerical simulation of shock response of fluid-filled porous rocks. Schmidt S.C., Johnson J.N., Davison L.W. Shock compression of condensed matters. 1990;637-640 Elsevier, Amsterdam.
12. Costet J., Sanglerat G. Cours pratique de mécanique des sols. 1981;Dunod, Paris.
13. Paplinski A., Wlodarczyk E. An analysis of the equations of state of water from low to very high values of pressure. J Tech Phys. 33(3-4):1992;363-373.
14. Schatz JF, The physics of SOC and TENSOR. Lawrence Livermore Laboratory, Rept UCRL 51352, 1973.
15. Sandler I.S., DiMaggio F.L., Baladi G.Y. Generalized cap model for geological materials. J Geotech Eng Div. 102(GT7):1976;683-697.
16. Meyers M.A. Dynamic behavior of materials. 1994;Wiley-Interscience Publication, New York.
17. Johnson G.R., Holmquist T.J. An improved computational constitutive model for brittle materials. Schmidt S.C., Shaner J.W., Samara G.A., Ross M. High pressure science and technology. 1993;981-984 AIP Press, New York.
18. Englman R., Jaeger Z., Levi A. Percolation theoretical treatment of two-dimensional fragmentation in solids. Philos Mag. 50(2):1984;307-315.
19. Rajendran A.M. Modeling the shock response of silicon carbide, boron carbide and titanium diboride. Int J Impact Eng. 18(6):1996;611-631.
20. Swift RP. Dynamic response of earth media to spherical stress-wave. DNA 2954F, Washington DC, 20305, 1973.
21. Morland L.W., Hastings C.R. A void-collpase model for dry porous Tuffs. Eng Geol. 7:1973;81-97.
22. Anderson DC, Parzel FB. Close-in time of arrival measurements for yield of underground Rainier shot, WT-1493. Civil Effects Test Group Report, AEC. Washington, DC, 1959.
23. Bass RC. Additional Hugoniot data for geologic materials. Sandia Report SC-RR-660548, Sandia Laboratory, Albuquerque, NM, 1966.
24. Jones AH, Froula NH. Uniaxial strain behavior of four geological materials to 50 kilobars. General Motors Corp. Rep. DASA-2209, 1969.
25. Lombard DB. The Hugoniot equation of state of rocks. Lawrence Radiation Laboratory, Livermore, CA, UCRL-6311, 1961.
26. Lysne P.C. A comparison of calculated and measured low-stress hugoniots and release adiabats of dry and water saturated tuffs. J Geophys Res. 75(23):1970;4375.
27. Petersen CF, Murri WJ, Anderson GD, Allen CF. Equation of state of rocks. Stanford Research Institute, Stanford, CA, SRI-PGU-6618, 1968.
28. Shipman FH, Isbell WM, Jones AH. High pressure Hugoniot measurements for several Nevada Test Site rocks. General Motors Corp. Rep., DASA-2200, 1968.
29. Wiedermann AH, Curth OE. Shock unloading characteristics of crushable rocks. IIT Research Institute, Chicago, WL-TDR-64-52, 1964.
30. Wiedermann AH, Curth OE. Shock unloading characteristics of porous geological materials. IIT Research Institute, Chicago, AFWL-TR-66-118, 1967.
31. Heard HC, Bonner RP, Duba AG, Schock RN, Stephens DR. High pressure mechanical properties of MT. Helen, Nevada, Tuff, Lawrence Livermore Laboratory, UCID 16261, 1973.
32. Stephens D.R., Heard H.C., Schock R.N., Preliminary equation-of-state data for Baneberry altered Tuff. Lawrence Radiation Laboratory, University of California, Livermore, UCID-15874, 1971.
33. Wilkins M.L. Calculation of elastic plastic flow, methods of computational physics. 1964;Academic Press, New York.