2022
DOI: 10.1002/essoar.10511105.1
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Preparatory Slip in Laboratory Faults: Effects of Roughness and Loading Rate

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Cited by 2 publications
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“…Existing work suggests that fault zone properties evolve during the seismic cycle in response to stress changes and microcracking prior to rupture with subsequent post-seismic healing 1,2 . Such changes are observed commonly in lab experiments [3][4][5][6][7][8][9][10][11][12][13][14][15] and őeld data conőrm these expectations in some cases, showing changes in elastic wave speed prior to earthquake fault slip, volcanic activity and landslides [16][17][18][19][20][21][22] . However, distinguishing subtle changes in seismic behavior or fault properties prior to and after earthquakes, even in locations with dense seismic networks, is challenging [23][24][25][26][27][28][29][30][31] .…”
Section: Introductionmentioning
confidence: 74%
“…Existing work suggests that fault zone properties evolve during the seismic cycle in response to stress changes and microcracking prior to rupture with subsequent post-seismic healing 1,2 . Such changes are observed commonly in lab experiments [3][4][5][6][7][8][9][10][11][12][13][14][15] and őeld data conőrm these expectations in some cases, showing changes in elastic wave speed prior to earthquake fault slip, volcanic activity and landslides [16][17][18][19][20][21][22] . However, distinguishing subtle changes in seismic behavior or fault properties prior to and after earthquakes, even in locations with dense seismic networks, is challenging [23][24][25][26][27][28][29][30][31] .…”
Section: Introductionmentioning
confidence: 74%
“…In the triaxial shear configuration used here (Figure 1a), the stiffness of loading system k s may be calculated from the combined contribution of the apparatus and the rock matrix (Guérin‐Marthe et al., 2023; He et al., 1998), as given by ks=cos20.25emβ0.25emsin0.25emβ1/km+1/kapp ${k}_{\mathrm{s}}=\frac{{\cos }^{2}\hspace*{.5em}\beta \hspace*{.5em}\sin \hspace*{.5em}\beta }{1/{k}_{\mathrm{m}}+1/{k}_{\text{app}}}$ where k app is the apparatus axial stiffness and k m represents the axial stiffness of the rock matrix. The apparatus stiffness is ∼83 kN/mm, equivalent to k app ≈ 1,060 MPa/mm for a sample diameter of 10 mm.…”
Section: Discussionmentioning
confidence: 99%