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Abegunrin, Ayobami; Ikari, Matt J; Saffer, Demian M; Zhang, Junli; Kopf, Achim J: Velocity-dependent friction measurements, inverse modeling results slip law from the Nankai Trough Ashizuri transect [dataset]. PANGAEA, https://doi.pangaea.de/10.1594/PANGAEA.995889 (dataset in review), In: Abegunrin, A et al.: Laboratory friction results of samples from the Nankai Trough Ashizuri transect [dataset bundled publication]. PANGAEA, https://doi.pangaea.de/10.1594/PANGAEA.995896 (dataset in review)

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Abstract:
Despite the availability of drilling core samples from scientific expeditions, published friction data from the Nankai Trough Ashizuri transect are limited compared to those from the Kumano and Muroto counterparts. This dataset presents laboratory friction results from samples obtained along the Ashizuri transect, elucidating their potential implications for unstable slip behavior. Nine representative sediment samples from two sites (297 and 1177), drilled on the pre-subduction incoming sediments, were investigated. We conducted single direct-shear experiments under an effective normal stress of 10 MPa, employing velocity-stepping procedures with driving velocities ranging from the Nankai Trough plate rate of ~0.002 µm/s (~6 cm/yr) to 30 µm/s on both intact and powder samples. The measured coefficient of friction (μ) showed two distinct groups: μ<0.3 for clayey samples rich in phyllosilicates (55-65%) and μ>0.5 for sandy samples low in phyllosilicates (10-20%). At slow velocities comparable to the plate rate, the velocity-step test revealed predominantly velocity-weakening frictional behavior for Site 297 samples, whereas Site 1177 samples were more velocity-strengthening. Additionally, Stick-slip cycles were observed in sample 1177-46R-01 at driving velocities of 0.1, 0.3, 1, 3, and 10 μm/s. Over this velocity range, the stress drop correlates negatively with the recurrence interval and positively correlates with the average slip velocity. The dataset provides evidence of unstable slip in frictionally weak, clay-rich samples, a condition necessary for earthquake slip. Such materials are expected to slide stably based on previous work.
Keyword(s):
Ashizuri; earthquakes; Experiment; Friction coefficient; Nankai Trough; Slip instability; subduction zone
Related to:
Abegunrin, Ayobami; Ikari, Matt J; Saffer, Demian M; Zhang, Junli; Kopf, Achim J (submitted): Slip Instability in the Nankai Trough - Insights from the Ashizuri Transect.
Coverage:
Median Latitude: 31.262605 * Median Longitude: 134.088340 * South-bound Latitude: 30.872700 * West-bound Longitude: 134.011880 * North-bound Latitude: 31.652510 * East-bound Longitude: 134.164800
Date/Time Start: 1973-07-15T00:00:00 * Date/Time End: 2000-06-30T02:22:00
Minimum Elevation: -4844.3 m * Maximum Elevation: -4458.0 m
Event(s):
31-297 * Latitude: 30.872700 * Longitude: 134.164800 * Date/Time: 1973-07-15T00:00:00 * Elevation: -4458.0 m * Penetration: 679.5 m * Recovery: 125 m * Location: North Pacific/Philippine Sea/BASIN * Campaign: Leg31 * Basis: Glomar Challenger * Method/Device: Drilling/drill rig (DRILL) * Comment: 26 cores; 241.5 m cored; 1 m drilled; 51.8 % recovery
190-1177A * Latitude: 31.652510 * Longitude: 134.011880 * Date/Time Start: 2000-06-30T02:22:00 * Date/Time End: 2000-05-07T17:30:00 * Elevation: -4844.3 m * Penetration: 833.9 m * Recovery: 282.74 m * Location: Philippine Sea * Campaign: Leg190 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 56 cores; 533.7 m cored; 300.2 m drilled; 53 % recovery
Parameter(s):
#NameShort NameUnitPrincipal InvestigatorMethod/DeviceComment
1Event labelEventAbegunrin, Ayobami
2Type of studyStudy typeAbegunrin, Ayobami
3ExperimentExpAbegunrin, Ayobami
4Effective normal stressEff normal stressMPaAbegunrin, Ayobami
5Sliding velocity, initialV initµm/sAbegunrin, AyobamiPotentiometric displacement sensor, Burster, 8712
6CommentCommentAbegunrin, Ayobami
7Sliding velocity, finalV finalµm/sAbegunrin, AyobamiPotentiometric displacement sensor, Burster, 8712
8Initial friction coefficientµ0Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
9Initial friction coefficient, standard deviationmu std dev±Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
10Friction direct effectaAbegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
11Friction direct effect, standard deviationa std dev±Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
12Friction evolutionary effect, b1b1Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
13Friction evolutionary effect b1, standard deviationb1 std dev±Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
14Friction evolutionary effect, b2b2Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
15Friction evolutionary effect b2, standard deviationb2 std dev±Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
16Critical slip distance dc1dc1µmAbegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
17Critical slip distance dc1, standard deviationdc1 std dev±Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
18Critical slip distance dc2dc2µmAbegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
19Critical slip distance dc2, standard deviationdc2 std dev±Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
20StiffnessStiff1/µmAbegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
21Stiffness, standard deviationStiff std dev±Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
22Sum of evolution coefficients (b1+b2)Sum bAbegunrin, AyobamiCalculated
23Velocity-dependent friction parametera-bAbegunrin, AyobamiCalculated
24Coefficient of determinationR**2Abegunrin, AyobamiMatlab code RSFit3000, according to Skarbek and Savage (2019)
25Residual sum of squaresRSSAbegunrin, Ayobami
26CommentCommentAbegunrin, Ayobami
License:
Creative Commons Attribution 4.0 International (CC-BY-4.0) (License comes into effect after moratorium ends)
Status:
Curation Level: Enhanced curation (CurationLevelC)
Size:
2260 data points

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