Ai, Fei; Förster, Annika; Stegmann, Sylvia; Kopf, Achim J (2014): (Figure 3) Undrained shear strength of sediment core GeoB12053, Eastern slide [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.837938, In supplement to: Ai, F et al. (2014): Geotechnical Characteristics and Slope Stability Analysis on the Deeper Slope of the Ligurian Margin, Southern France. In: Kyoji Sassa, Paolo Canuti, Yueping Yin (eds.), Landslide Science for a Safer Geoenvironment, Volume 3: Targeted Landslides. Springer International Publishing AG, Switzerland, 549-555, https://doi.org/10.1007/978-3-319-04996-0_84
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Project(s):
Coverage:
Latitude: 43.538167 * Longitude: 7.412167
Date/Time Start: 2007-08-05T15:45:00 * Date/Time End: 2007-08-05T15:45:00
Minimum DEPTH, sediment/rock: 0.03 m * Maximum DEPTH, sediment/rock: 1.52 m
Event(s):
GeoB12053 (M73/1_779-1) * Latitude: 43.538167 * Longitude: 7.412167 * Date/Time: 2007-08-05T15:45:00 * Elevation: -1754.2 m * Location: Ligurian Margin * Campaign: M73/1 * Basis: Meteor (1986) * Method/Device: Gravity corer (GC)
Parameter(s):
| # | Name | Short Name | Unit | Principal Investigator | Method/Device | Comment |
|---|---|---|---|---|---|---|
| 1 | DEPTH, sediment/rock | Depth sed | m | Geocode | ||
| 2 | Shear strength, undrained | CU | kPa | Ai, Fei | cu | |
| 3 | Density | Density | g/cm3 | Ai, Fei | ||
| 4 | Vertical effective stress | SigmaV ef | kPa | Ai, Fei | p | |
| 5 | Ratio | Ratio | Ai, Fei | Calculated | undained shear stress/vertical effective stress, cu/p | |
| 6 | Ratio | Ratio | Ai, Fei | Calculated | undraine shear stress with set value of cu/p=0.2 | |
| 7 | Ratio | Ratio | Ai, Fei | Calculated | undraine shear stress with set value of cu/p=0.4 |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
48 data points
Data
| 1 Depth sed [m] | 2 CU [kPa] (cu) | 3 Density [g/cm3] | 4 SigmaV ef [kPa] (p) | 5 Ratio (undained shear stress/vertica...) | 6 Ratio (undraine shear stress with se...) | 7 Ratio (undraine shear stress with se...) |
|---|---|---|---|---|---|---|
| 0.03 | 2.909 | 1.7765 | 0.221 | 13.153 | 0.044 | 0.088 |
| 0.28 | 2.396 | 1.6983 | 1.849 | 1.295 | 0.370 | 0.740 |
| 0.48 | 15.743 | 1.6592 | 2.986 | 5.272 | 0.597 | 1.195 |
| 0.62 | 8.043 | 1.6181 | 3.607 | 2.230 | 0.721 | 1.443 |
| 0.87 | 5.476 | 1.7596 | 6.270 | 0.873 | 1.254 | 2.508 |
| 1.12 | 5.989 | 1.8703 | 9.287 | 0.645 | 1.857 | 3.715 |
| 1.37 | 10.096 | 1.9554 | 12.504 | 0.807 | 2.501 | 5.002 |
| 1.52 | 44.492 | 1.9466 | 13.742 | 3.238 | 2.748 | 5.497 |