Ai, Fei; Förster, Annika; Stegmann, Sylvia; Kopf, Achim J (2014): (Figure 3) Undrained shear strength of sediment core GeoB12045-2, Western Slide [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.837949, 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: 43.529333 * Longitude: 7.355833
Date/Time Start: 2007-08-03T11:47:00 * Date/Time End: 2007-08-03T11:47:00
Minimum DEPTH, sediment/rock: 0.06 m * Maximum DEPTH, sediment/rock: 5.00 m
Event(s):
GeoB12045-2 (M73/1_759-1) * Latitude: 43.529333 * Longitude: 7.355833 * Date/Time: 2007-08-03T11:47:00 * Elevation: -1636.7 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:
156 data points