David A Lockner
David Lockner is a geophysicist in the Earthquake Science Center.
Science and Products
Filter Total Items: 115
Fault growth and acoustic emissions in confined granite Fault growth and acoustic emissions in confined granite
The failure process in a brittle granite was studied by using acoustic emission techniques to obtain three dimensional locations of the microfracturing events. During a creep experiment the nucleation of faulting coincided with the onset of tertiary creep, but the development of the fault could not be followed because the failure occurred catastrophically. A technique has been developed...
Authors
David A. Lockner, James D. Byerlee
Quasi-static fault growth and shear fracture energy in granite Quasi-static fault growth and shear fracture energy in granite
The failure process in a brittle granite sample can be stabilized by controlling axial stress to maintain a constant rate of acoustic emission. As a result, the post-failure stress curve can be followed quasistatically, extending to hours the fault growth process which normally would occur violently in a fraction of a second. Using a procedure originally developed to locate earthquakes...
Authors
D.A. Lockner, J.D. Byerlee, V. Kuksenko, A. Ponomarev, A. Sidorin
Fault stability inferred from granite sliding experiments at hydrothermal conditions Fault stability inferred from granite sliding experiments at hydrothermal conditions
Seismicity on crustal faults is concentrated in the depth interval 1–3 to 12–15km. Tse and Rice (1986) suggested that the lower bound on seismicity is due to a switch with increasing temperature from velocity weakening (destabilizing) to velocity strengthening (stabilizing) friction. They inferred this transition from friction data for dry granite; however, pore fluids exist at elevated
Authors
M.L. Blanpied, D.A. Lockner, J.D. Byerlee
Stick slip, charge separation and decay Stick slip, charge separation and decay
Measurements of charge separation in rock during stable and unstable deformation give unexpectedly large decay times of 50 sec. Time-domain induced polarization experiments on wet and dry rocks give similar decay times and suggest that the same decay mechanisms operate in the induced polarization response as in the relaxation of charge generated by mechanical deformation. These large...
Authors
D.A. Lockner, J.D. Byerlee, V.S. Kuksenko, A.V. Ponomarev
Laboratory measurements of velocity-dependent frictional strength Laboratory measurements of velocity-dependent frictional strength
Water levels, location, depths, and aquifers tapped are given for 113 observation wells in Michigan. Tabulated data include extremes of water levels for 1985 and for the period of record, pumpage of most major groundwater users in the state, and water quality data from selected wells. (USGS)
Authors
D.A. Lockner, J.D. Byerlee
Changes in complex resistivity during creep in granite Changes in complex resistivity during creep in granite
A sample of Westerly granite was deformed under constant stress conditions: a pore pressure of 5 MPa, a confining pressure of 10 MPa, and an axial load of 170 MPa. Pore volume changes were determined by measuring the volume of pore fluid (0.01 M KClaq) injected into the sample. After 6 days of creep, characterized by accelerating volumetric stain, the sample failed along a macroscopic...
Authors
D.A. Lockner, J.D. Byerlee
Filter Total Items: 14
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Science and Products
Filter Total Items: 115
Fault growth and acoustic emissions in confined granite Fault growth and acoustic emissions in confined granite
The failure process in a brittle granite was studied by using acoustic emission techniques to obtain three dimensional locations of the microfracturing events. During a creep experiment the nucleation of faulting coincided with the onset of tertiary creep, but the development of the fault could not be followed because the failure occurred catastrophically. A technique has been developed...
Authors
David A. Lockner, James D. Byerlee
Quasi-static fault growth and shear fracture energy in granite Quasi-static fault growth and shear fracture energy in granite
The failure process in a brittle granite sample can be stabilized by controlling axial stress to maintain a constant rate of acoustic emission. As a result, the post-failure stress curve can be followed quasistatically, extending to hours the fault growth process which normally would occur violently in a fraction of a second. Using a procedure originally developed to locate earthquakes...
Authors
D.A. Lockner, J.D. Byerlee, V. Kuksenko, A. Ponomarev, A. Sidorin
Fault stability inferred from granite sliding experiments at hydrothermal conditions Fault stability inferred from granite sliding experiments at hydrothermal conditions
Seismicity on crustal faults is concentrated in the depth interval 1–3 to 12–15km. Tse and Rice (1986) suggested that the lower bound on seismicity is due to a switch with increasing temperature from velocity weakening (destabilizing) to velocity strengthening (stabilizing) friction. They inferred this transition from friction data for dry granite; however, pore fluids exist at elevated
Authors
M.L. Blanpied, D.A. Lockner, J.D. Byerlee
Stick slip, charge separation and decay Stick slip, charge separation and decay
Measurements of charge separation in rock during stable and unstable deformation give unexpectedly large decay times of 50 sec. Time-domain induced polarization experiments on wet and dry rocks give similar decay times and suggest that the same decay mechanisms operate in the induced polarization response as in the relaxation of charge generated by mechanical deformation. These large...
Authors
D.A. Lockner, J.D. Byerlee, V.S. Kuksenko, A.V. Ponomarev
Laboratory measurements of velocity-dependent frictional strength Laboratory measurements of velocity-dependent frictional strength
Water levels, location, depths, and aquifers tapped are given for 113 observation wells in Michigan. Tabulated data include extremes of water levels for 1985 and for the period of record, pumpage of most major groundwater users in the state, and water quality data from selected wells. (USGS)
Authors
D.A. Lockner, J.D. Byerlee
Changes in complex resistivity during creep in granite Changes in complex resistivity during creep in granite
A sample of Westerly granite was deformed under constant stress conditions: a pore pressure of 5 MPa, a confining pressure of 10 MPa, and an axial load of 170 MPa. Pore volume changes were determined by measuring the volume of pore fluid (0.01 M KClaq) injected into the sample. After 6 days of creep, characterized by accelerating volumetric stain, the sample failed along a macroscopic...
Authors
D.A. Lockner, J.D. Byerlee
Filter Total Items: 14
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