A constitutive scaling law and a unified comprehension for frictional slip failure, shear fracture of intact rock, and earthquake rupture

[1] It is widely recognized that some of the physical quantities inherent in a rupture are scale-dependent, and the scale dependence is one of the most no facts and features of rupture phenomena. The paper addresses how such scale-dependent shear rupture of a broad range from laboratory-scale frictional slip failure and shear fracture of intact rock to field-scale rupture as an earthquake source can be unified by a single constitutive law. Noting that the earthquake rupture is a mixed process between frictional slip failure and the shear fracture of intact rock, it is concluded that the constitutive law for the earthquake rupture be formulated as a unifying law that governs both frictional slip failure and shear fracture of intact rock. It is demonstrated that the slip-dependent constitutive law is such a unifying law, and a constitutive scaling law is derived from laboratory data on both frictional slip failure and shear fracture of intact rock. This constitutive scaling law enables one to provide a consistent and unified comprehension for scale-dependent physical quantities inherent in the rupture, over a broad range from small-scale frictional slip failure and shear fracture in the laboratory to large-scale earthquake rupture in the field.

[1]  M. Takeo,et al.  Determination of constitutive relations of fault slip based on seismic wave analysis , 1997 .

[2]  A. Papageorgiou,et al.  A specific barrier model for the quantitative description of inhomogeneous faulting and the prediction of strong ground motion. I. Description of the model , 1983 .

[3]  Laboratory studies on shear fracture of granite under simulated crustal conditions , 1998 .

[4]  Keiiti Aki,et al.  Higher-order interrelations between seismogenic structures and earthquake processes , 1992 .

[5]  David J. Wald,et al.  Dynamic stress changes during earthquake rupture , 1998, Bulletin of the Seismological Society of America.

[6]  Michel Bouchon,et al.  The state of stress on some faults of the San Andreas system as inferred from near-field strong motion data , 1997 .

[7]  Hiroo Kanamori,et al.  Seismological aspects of the Guatemala Earthquake of February 4, 1976 , 1978 .

[8]  D. York Least-squares fitting of a straight line. , 1966 .

[9]  N. Loeb,et al.  Estimate of top-of-atmosphere albedo for a molecular atmosphere over ocean using Clouds and the Earth's Radiant Energy System measurements , 2002 .

[10]  James H. Dieterich,et al.  Preseismic fault slip and earthquake prediction , 1978 .

[11]  Y. Yamamoto,et al.  A CONSTITUTIVE LAW FOR THE SHEAR FAILURE OF ROCK UNDER LITHOSPHERIC CONDITIONS , 1997 .

[12]  L. Knopoff The organization of seismicity on fault networks. , 1996, Proceedings of the National Academy of Sciences of the United States of America.

[13]  K. Aki Characterization of barriers on an earthquake fault , 1979 .

[14]  Constitutive properties for the shear failure of intact granite in seismogenic environments , 2003 .

[15]  M. Ohnaka,et al.  Scaling of the shear rupture process from nucleation to dynamic propagation: Implications of geometric irregularity of the rupturing surfaces , 1999 .

[16]  A. Ruina Slip instability and state variable friction laws , 1983 .

[17]  Teng-fong Wong,et al.  Shear fracture energy of Westerly granite from post‐failure behavior , 1982 .

[18]  B. Shibazaki,et al.  Slip-dependent friction law and nucleation processes in earthquake rupture , 1992 .

[19]  Yoshiaki Ida,et al.  Cohesive force across the tip of a longitudinal‐shear crack and Griffith's specific surface energy , 1972 .

[20]  Mitiyasu Ohnaka,et al.  Earthquake source nucleation: A physical model for short-term precursors , 1992 .

[21]  Keiiti Aki,et al.  Nonuniformity of the constitutive law parameters for shear rupture and quasistatic nucleation to dynamic rupture: a physical model of earthquake generation processes. , 1996, Proceedings of the National Academy of Sciences of the United States of America.

[22]  Teruo Yamashita,et al.  A cohesive zone model for dynamic shear faulting based on experimentally inferred constitutive relation and strong motion source parameters , 1989 .

[23]  M. Ohnaka,et al.  Temperature and pore pressure effects on the shear strength of granite in the Brittle‐Plastic Transition Regime , 2001 .

[24]  Gregory C. Beroza,et al.  Short slip duration in dynamic rupture in the presence of heterogeneous fault properties , 1996 .

[25]  W. Ellsworth,et al.  Seismic Evidence for an Earthquake Nucleation Phase , 1995, Science.

[26]  Mitiyasu Ohnaka,et al.  Constitutive relations between dynamic physical parameters near a tip of the propagating slip zone during stick-slip shear failure , 1987 .

[27]  J. Dieterich Modeling of rock friction: 1. Experimental results and constitutive equations , 1979 .

[28]  Yoshiaki Ida,et al.  The maximum acceleration of seismic ground motion , 1973 .

[29]  Mitiyasu Ohnaka,et al.  A Physical Scaling Relation Between the Size of an Earthquake and its Nucleation Zone Size , 2000 .

[30]  Keiiti Aki,et al.  Asperities, barriers, characteristic earthquakes and strong motion prediction , 1984 .

[31]  K. Aki,et al.  Fractal geometry in the San Andreas Fault System , 1987 .

[32]  Teng-fong Wong,et al.  Effects of temperature and pressure on failure and post-failure behavior of Westerly granite , 1982 .

[33]  J. Rice,et al.  The growth of slip surfaces in the progressive failure of over-consolidated clay , 1973, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[34]  Christopher H. Scholz,et al.  Fractal analysis applied to characteristic segments of the San Andreas Fault , 1987 .