Ai, Fei; Förster, Annika; Stegmann, Sylvia; Kopf, Achim J (2014): (Figure 3) Undrained shear stress (vane shear) of sediment core GeoB12064 [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.837303, 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: 43.518500 * Longitude: 7.436667
Date/Time Start: 2007-08-07T07:57:00 * Date/Time End: 2007-08-07T07:57:00
Minimum DEPTH, sediment/rock: 0.13 m * Maximum DEPTH, sediment/rock: 2.81 m
Event(s):
GeoB12064 (M73/1_797-1) * Latitude: 43.518500 * Longitude: 7.436667 * Date/Time: 2007-08-07T07:57:00 * Elevation: -2094.1 m * Location: Ligurian Margin * Campaign: M73/1 * Basis: Meteor (1986) * Method/Device: Piston corer (PC)
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 | Vane shear apparatus | 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:
72 data points
Data
| 1 Depth sed [m] | 2 CU [kPa] (cu, Vane shear apparatus) | 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...) |
|---|---|---|---|---|---|---|
| 0.13 | 11.6364 | 1.6589 | 0.8084 | 14.3941 | 0.1617 | 0.3234 |
| 0.38 | 13.6899 | 1.7031 | 2.4715 | 5.5392 | 0.4943 | 0.9886 |
| 0.63 | 1.8824 | 1.6812 | 4.0808 | 0.4613 | 0.8162 | 1.6323 |
| 0.88 | 2.9091 | 1.6844 | 5.6980 | 0.5106 | 1.1396 | 2.2792 |
| 1.08 | 4.9626 | 1.6146 | 6.8548 | 0.7240 | 1.3710 | 2.7419 |
| 1.33 | 3.4225 | 1.7412 | 8.6112 | 0.3974 | 1.7222 | 3.4445 |
| 1.58 | 3.4225 | 1.6767 | 10.2095 | 0.3352 | 2.0419 | 4.0838 |
| 1.83 | 4.4492 | 1.6633 | 11.7750 | 0.3779 | 2.3550 | 4.7100 |
| 2.08 | 4.9626 | 1.6332 | 13.2666 | 0.3741 | 2.6533 | 5.3066 |
| 2.33 | 4.4492 | 1.6817 | 14.8771 | 0.2991 | 2.9754 | 5.9509 |
| 2.58 | 4.9626 | 1.6637 | 16.4435 | 0.3018 | 3.2887 | 6.5774 |
| 2.81 | 5.4759 | 1.7440 | 18.0658 | 0.3031 | 3.6132 | 7.2263 |