David A Lockner
David Lockner is a geophysicist in the Earthquake Science Center.
Science and Products
Filter Total Items: 14
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Filter Total Items: 115
A test of the double-shearing model of flow for granular materials A test of the double-shearing model of flow for granular materials
The double-shearing model of flow attributes plastic deformation in granular materials to cooperative slip on conjugate Coulomb shears (surfaces upon which the Coulomb yield condition is satisfied). The strict formulation of the double-shearing model then requires that the slip lines in the material coincide with the Coulomb shears. Three different experiments that approximate simple...
Authors
J.C. Savage, D.A. Lockner
Strengths of serpentinite gouges at elevated temperatures Strengths of serpentinite gouges at elevated temperatures
Serpentinite has been proposed as a cause of both low strength and aseismic creep of fault zones. To test these hypotheses, we have measured the strength of chrysotile-, lizardite-, and antigorite-rich serpentinite gouges under hydrothermal conditions, with emphasis on chrysotile, which has thus far received little attention. At 25°C, the coefficient of friction, μ, of chrysotile gouge...
Authors
Diane E. Moore, D.A. Lockner, S. Ma, R. Summers, J.D. Byerlee
Physical modeling of the formation and evolution of seismically active fault zones Physical modeling of the formation and evolution of seismically active fault zones
Acoustic emission (AE) in rocks is studied as a model of natural seismicity. A special technique for rock loading has been used to help study the processes that control the development of AE during brittle deformation. This technique allows us to extend to hours fault growth which would normally occur very rapidly. In this way, the period of most intense interaction of acoustic events...
Authors
A.V. Ponomarev, A.D. Zavyalov, V.B. Smirnov, D.A. Lockner
Permeability and porosity of the Illinois UPH 3 drillhole granite and a comparison with other deep drillhole rocks Permeability and porosity of the Illinois UPH 3 drillhole granite and a comparison with other deep drillhole rocks
Permeability, porosity, and volumetric strain measurements were conducted on granite cores obtained at depths of 0.7 to 1.6 km from the Illinois UPH 3 drillhole at effective confining pressures from 5 to 100 MPa. Initial permeabilities were in the range of 10-17 to 10-19 m2 and dropped rapidly with applied pressure to values between 10-20 and 10-24 m2 at 100 MPa, typical of other deep...
Authors
C.A. Morrow, D.A. Lockner
Sample characterizations and strength measurements of serpentinite gouges Sample characterizations and strength measurements of serpentinite gouges
No abstract available.
Authors
Diane E. Moore, D.A. Lockner, R. Summers, J.D. Byerlee
Is internal friction friction? Is internal friction friction?
Mogi [1974] proposed a simple model of the incipient rupture surface to explain the Coulomb failure criterion. We show here that this model can plausibly be extended to explain the Mohr failure criterion. In Mogi's model the incipient rupture surface immediately before fracture consists of areas across which material integrity is maintained (intact areas) and areas across which it is not...
Authors
J.C. Savage, J.D. Byerlee, D.A. Lockner
Strength of chrysotile-serpentinite gouge under hydrothermal conditions: Can it explain a weak San Andreas fault? Strength of chrysotile-serpentinite gouge under hydrothermal conditions: Can it explain a weak San Andreas fault?
Chrysotile-bearing serpentinite is a constituent of the San Andreas fault zone in central and northern California. At room temperature, chrysotile gouge has a very low coefficient of friction (μ ≈ 0.2), raising the possibility that under hydrothermal conditions μ might be reduced sufficiently (to ≤0.1) to explain the apparent weakness of the fault. To test this hypothesis, we measured...
Authors
Diane E. Moore, D.A. Lockner, R. Summers, M. Shengli, J.D. Byerlee
Failure in laboratory fault models in triaxial tests Failure in laboratory fault models in triaxial tests
A model of a fault in the Earth is a sand-filled saw cut in a granite cylinder subjected to a triaxial test. The saw cut is inclined at an angle α to the cylinder axis, and the sand filling is intended to represent gouge. The triaxial test subjects the granite cylinder to a constant confining pressure and increasing axial stress to maintain a constant rate of shortening of the cylinder...
Authors
J.C. Savage, D.A. Lockner, J.D. Byerlee
High-temperature permeability studies; 1, Permeability of granite and novaculite at 300 degrees to 500 degrees C High-temperature permeability studies; 1, Permeability of granite and novaculite at 300 degrees to 500 degrees C
No abstract available.
Authors
Diane E. Moore, L.Q. Liu, D.A. Lockner, R.S. Summers, J.D. Byerlee
The role of microcracking in shear-fracture propagation in granite The role of microcracking in shear-fracture propagation in granite
Microcracking related to the formation of a laboratory shear fracture in a cylinder of Westerly granite has been investigated using image-analysis computer techniques. Well away from the fracture (farfield), the deformed granite has about twice the crack density (crack length per unit area) of undeformed granite. The microcrack density increases dramatically in a process zone that...
Authors
Diane E. Moore, D.A. Lockner
An earthquake instability model based on faults containing high fluid-pressure compartments An earthquake instability model based on faults containing high fluid-pressure compartments
It has been proposed that large strike-slip faults such as the San Andreas contain water in seal-bounded compartments. Arguments based on heat flow and stress orientation suggest that in most of the compartments, the water pressure is so high that the average shear strength of the fault is less than 20 MPa. We propose a variation of this basic model in which most of the shear stress on...
Authors
D.A. Lockner, J.D. Byerlee
Frictional slip of granite at hydrothermal conditions Frictional slip of granite at hydrothermal conditions
Sliding on faults in much of the continental crust likely occurs at hydrothermal conditions, i.e., at elevated temperature and elevated pressure of aqueous pore fluids, yet there have been few relevant laboratory studies. To measure the strength, sliding behavior, and friction constitutive properties of faults at hydrothermal conditions, we slid laboratory granite faults containing a...
Authors
M.L. Blanpied, D.A. Lockner, J.D. Byerlee
Science and Products
Filter Total Items: 14
No Result Found
Filter Total Items: 115
A test of the double-shearing model of flow for granular materials A test of the double-shearing model of flow for granular materials
The double-shearing model of flow attributes plastic deformation in granular materials to cooperative slip on conjugate Coulomb shears (surfaces upon which the Coulomb yield condition is satisfied). The strict formulation of the double-shearing model then requires that the slip lines in the material coincide with the Coulomb shears. Three different experiments that approximate simple...
Authors
J.C. Savage, D.A. Lockner
Strengths of serpentinite gouges at elevated temperatures Strengths of serpentinite gouges at elevated temperatures
Serpentinite has been proposed as a cause of both low strength and aseismic creep of fault zones. To test these hypotheses, we have measured the strength of chrysotile-, lizardite-, and antigorite-rich serpentinite gouges under hydrothermal conditions, with emphasis on chrysotile, which has thus far received little attention. At 25°C, the coefficient of friction, μ, of chrysotile gouge...
Authors
Diane E. Moore, D.A. Lockner, S. Ma, R. Summers, J.D. Byerlee
Physical modeling of the formation and evolution of seismically active fault zones Physical modeling of the formation and evolution of seismically active fault zones
Acoustic emission (AE) in rocks is studied as a model of natural seismicity. A special technique for rock loading has been used to help study the processes that control the development of AE during brittle deformation. This technique allows us to extend to hours fault growth which would normally occur very rapidly. In this way, the period of most intense interaction of acoustic events...
Authors
A.V. Ponomarev, A.D. Zavyalov, V.B. Smirnov, D.A. Lockner
Permeability and porosity of the Illinois UPH 3 drillhole granite and a comparison with other deep drillhole rocks Permeability and porosity of the Illinois UPH 3 drillhole granite and a comparison with other deep drillhole rocks
Permeability, porosity, and volumetric strain measurements were conducted on granite cores obtained at depths of 0.7 to 1.6 km from the Illinois UPH 3 drillhole at effective confining pressures from 5 to 100 MPa. Initial permeabilities were in the range of 10-17 to 10-19 m2 and dropped rapidly with applied pressure to values between 10-20 and 10-24 m2 at 100 MPa, typical of other deep...
Authors
C.A. Morrow, D.A. Lockner
Sample characterizations and strength measurements of serpentinite gouges Sample characterizations and strength measurements of serpentinite gouges
No abstract available.
Authors
Diane E. Moore, D.A. Lockner, R. Summers, J.D. Byerlee
Is internal friction friction? Is internal friction friction?
Mogi [1974] proposed a simple model of the incipient rupture surface to explain the Coulomb failure criterion. We show here that this model can plausibly be extended to explain the Mohr failure criterion. In Mogi's model the incipient rupture surface immediately before fracture consists of areas across which material integrity is maintained (intact areas) and areas across which it is not...
Authors
J.C. Savage, J.D. Byerlee, D.A. Lockner
Strength of chrysotile-serpentinite gouge under hydrothermal conditions: Can it explain a weak San Andreas fault? Strength of chrysotile-serpentinite gouge under hydrothermal conditions: Can it explain a weak San Andreas fault?
Chrysotile-bearing serpentinite is a constituent of the San Andreas fault zone in central and northern California. At room temperature, chrysotile gouge has a very low coefficient of friction (μ ≈ 0.2), raising the possibility that under hydrothermal conditions μ might be reduced sufficiently (to ≤0.1) to explain the apparent weakness of the fault. To test this hypothesis, we measured...
Authors
Diane E. Moore, D.A. Lockner, R. Summers, M. Shengli, J.D. Byerlee
Failure in laboratory fault models in triaxial tests Failure in laboratory fault models in triaxial tests
A model of a fault in the Earth is a sand-filled saw cut in a granite cylinder subjected to a triaxial test. The saw cut is inclined at an angle α to the cylinder axis, and the sand filling is intended to represent gouge. The triaxial test subjects the granite cylinder to a constant confining pressure and increasing axial stress to maintain a constant rate of shortening of the cylinder...
Authors
J.C. Savage, D.A. Lockner, J.D. Byerlee
High-temperature permeability studies; 1, Permeability of granite and novaculite at 300 degrees to 500 degrees C High-temperature permeability studies; 1, Permeability of granite and novaculite at 300 degrees to 500 degrees C
No abstract available.
Authors
Diane E. Moore, L.Q. Liu, D.A. Lockner, R.S. Summers, J.D. Byerlee
The role of microcracking in shear-fracture propagation in granite The role of microcracking in shear-fracture propagation in granite
Microcracking related to the formation of a laboratory shear fracture in a cylinder of Westerly granite has been investigated using image-analysis computer techniques. Well away from the fracture (farfield), the deformed granite has about twice the crack density (crack length per unit area) of undeformed granite. The microcrack density increases dramatically in a process zone that...
Authors
Diane E. Moore, D.A. Lockner
An earthquake instability model based on faults containing high fluid-pressure compartments An earthquake instability model based on faults containing high fluid-pressure compartments
It has been proposed that large strike-slip faults such as the San Andreas contain water in seal-bounded compartments. Arguments based on heat flow and stress orientation suggest that in most of the compartments, the water pressure is so high that the average shear strength of the fault is less than 20 MPa. We propose a variation of this basic model in which most of the shear stress on...
Authors
D.A. Lockner, J.D. Byerlee
Frictional slip of granite at hydrothermal conditions Frictional slip of granite at hydrothermal conditions
Sliding on faults in much of the continental crust likely occurs at hydrothermal conditions, i.e., at elevated temperature and elevated pressure of aqueous pore fluids, yet there have been few relevant laboratory studies. To measure the strength, sliding behavior, and friction constitutive properties of faults at hydrothermal conditions, we slid laboratory granite faults containing a...
Authors
M.L. Blanpied, D.A. Lockner, J.D. Byerlee