1987: THE EFFECT OF WATER ON STRENGTH OF MARBLE IN TORSIANAL SHEAR DEFORMATION AT HIGH STRAIN-RATE. Acta Seismologica Sinica, 9(2): 208-216.
Citation: 1987: THE EFFECT OF WATER ON STRENGTH OF MARBLE IN TORSIANAL SHEAR DEFORMATION AT HIGH STRAIN-RATE. Acta Seismologica Sinica, 9(2): 208-216.

THE EFFECT OF WATER ON STRENGTH OF MARBLE IN TORSIANAL SHEAR DEFORMATION AT HIGH STRAIN-RATE

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  • Published Date: September 01, 2011
  • A series of dynamic deformation experiments have been carried out on both dry and wet marble samples, by means of the torsional Kolsky bar modified for simple shear, to explore the influence of pore water on the strength or fracture stress at several high strain-rates (373s-1 to 1736s-1). The temperature was 20℃, and confining pressure was 0.1 MPa. An alloy (AZ8GU) was used as the material for torsional bars (G = 26800 MPa, = 2800 kg/m3). The incident, reflected and transmitted torsional pulses were recorded using an oscilloscope. The shear stress, strain and strain-rate were evaluated from the recorded torsional pulse signals by using a mini-processor.Both dry and wet marble samples show brittle deformation behavior. The relation between strain-rate and estimated experimental fracture stress is: = 26.531n-150.16 for the dry sample and is:r = 27.211nr-143.76for the wet one, where is in MPa.According to the data of the present experiment and previous ones (Rutter and Mainprice, 1978; Henry, 1978), the possible deformation rate controlling processes at low temperature are discussed, and it is suggested that in the wet experiments at low strain-rate (e.g. 10-9 s-1) the effect of water on rock deformation is controlled by a pressure solution process, while deformation at intermediate strain-rate (10-7 to 10-3s-1) it is controlled by the kinetics of water assisted stress corrosion. During deformation at high strain-rate (>10-3s-1) the crack velocity is too high to give enough time for chemical reactions between water and minerals at the crack tip. But the noteable difference in mechanical behavior between dry and wet rocks may be interpreted as an effective shear stress effect.The geological implications of the results are discussed, and particular emphasis is given to their significance for the study of earthquakes.
  • [1] Chiem, C. Y., These de Doctoral ès Sciences, Universie de Nantes, France, 1980.

    [2] Coppersmith, K. J. and D. P. Schwartz, Introduction to the special section on fault behavior and the earthquake generation process, J. Geophys. Res., 89, B7, 5669, 1984.

    [3] Duffy, J., J. D. Camp6e11, and R. H. Hawley, J. of Applied Mechanics, 38, 83, 1971.

    [4] Henry, J. P., Mécanique lineaire de la rupture applique à 1'étude de la fissuration et de la fracture de

    [5] roches calcaires, These de Doctoral ès Sciences, Universite de Lille, Prance, 1978.

    [6] JI, S. and Z. Liu, A study of simple shear deformation of polycrystalline calcite aggregates at high strainrate, Eos, 66, 1085. 1985.

    [7] Kirby, S. H. and C. H. Scholz, (editor) Chemical effects of water on the strenth and deformation of crustal ocks, J. of Ceophys. Res., 89, B6, 3991, 1984.

    [8] Parry, T. and J. Harding, The failure of glass——r}inCoced composites under dynamic torsional loading, Proc.of the Colloque International du CNRS, France, 319, 1981.

    [9] Rutter, E. H. and D. H. Mainprice, The effect of water on stress relaxation of faulted and unfaulted sandstone. Purc and App1. Gcophys., 116, 634, 1978.

    [10] 袖少巫、刘增岗,方解石多晶集合体的高速率简单剪切变形的显微构造研究,地质科学,(待发表).

    [11] 徐煌坚,论水库地质,岩石力学与工程学报,3,66,1984.

    [1] Chiem, C. Y., These de Doctoral ès Sciences, Universie de Nantes, France, 1980.

    [2] Coppersmith, K. J. and D. P. Schwartz, Introduction to the special section on fault behavior and the earthquake generation process, J. Geophys. Res., 89, B7, 5669, 1984.

    [3] Duffy, J., J. D. Camp6e11, and R. H. Hawley, J. of Applied Mechanics, 38, 83, 1971.

    [4] Henry, J. P., Mécanique lineaire de la rupture applique à 1'étude de la fissuration et de la fracture de

    [5] roches calcaires, These de Doctoral ès Sciences, Universite de Lille, Prance, 1978.

    [6] JI, S. and Z. Liu, A study of simple shear deformation of polycrystalline calcite aggregates at high strainrate, Eos, 66, 1085. 1985.

    [7] Kirby, S. H. and C. H. Scholz, (editor) Chemical effects of water on the strenth and deformation of crustal ocks, J. of Ceophys. Res., 89, B6, 3991, 1984.

    [8] Parry, T. and J. Harding, The failure of glass——r}inCoced composites under dynamic torsional loading, Proc.of the Colloque International du CNRS, France, 319, 1981.

    [9] Rutter, E. H. and D. H. Mainprice, The effect of water on stress relaxation of faulted and unfaulted sandstone. Purc and App1. Gcophys., 116, 634, 1978.

    [10] 袖少巫、刘增岗,方解石多晶集合体的高速率简单剪切变形的显微构造研究,地质科学,(待发表).

    [11] 徐煌坚,论水库地质,岩石力学与工程学报,3,66,1984.
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