Kluger, Max Oke; Kreiter, Stefan; Moon, Vicki G; Orense, Rolando P; Mills, Phillipa R; Mörz, Tobias (2019): (Fig. 10) Relationship between cyclic shear stress ratio and number of loading cycles to failure for all average shear stress ratios of the Omok-Sampling-Site [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.905598, In supplement to: Kluger, MO et al. (2019): Undrained cyclic shear behaviour of weathered tephra. Géotechnique, 69(6), 489-500, https://doi.org/10.1680/jgeot.17.P.083
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Coverage:
Latitude: -37.630115 * Longitude: 176.045957
Minimum Elevation: 32.0 m * Maximum Elevation: 32.0 m
Parameter(s):
| # | Name | Short Name | Unit | Principal Investigator | Method/Device | Comment |
|---|---|---|---|---|---|---|
| 1 | Number | n | # | Kluger, Max Oke | Number of cycles to reach failure | |
| 2 | Cyclic shear stress ratio at an average shear stress ratio of -0.25 | CSS -0.25 | Kluger, Max Oke | |||
| 3 | Cyclic shear stress ratio at an average shear stress ratio of 0 | CSS 0 | Kluger, Max Oke | |||
| 4 | Cyclic shear stress ratio at an average shear stress ratio of 0.125 | CSS 0.125 | Kluger, Max Oke | |||
| 5 | Cyclic shear stress ratio at an average shear stress ratio of 0.25 | CSS 0.25 | Kluger, Max Oke | |||
| 6 | Cyclic shear stress ratio at an average shear stress ratio of 0.48 | CSS 0.48 | Kluger, Max Oke | |||
| 7 | Cyclic shear stress ratio at an average shear stress ratio of 0.75 | CSS 0.75 | Kluger, Max Oke |
License:
Creative Commons Attribution 4.0 International (CC-BY-4.0)
Size:
31 data points