Ai, Fei; Förster, Annika; Stegmann, Sylvia; Kopf, Achim J (2014): (Figure 3) Undrained shear strength of sediment core GeoB12048, Western Slide [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.837950, 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
Always quote citation above when using data! You can download the citation in several formats below.
Project(s):
Coverage:
Latitude: 43.510833 * Longitude: 7.356500
Date/Time Start: 2007-08-04T14:30:00 * Date/Time End: 2007-08-04T14:30:00
Minimum DEPTH, sediment/rock: 0.08 m * Maximum DEPTH, sediment/rock: 1.34 m
Event(s):
GeoB12048 (M73/1_762-1) * Latitude: 43.510833 * Longitude: 7.356500 * Date/Time: 2007-08-04T14:30:00 * Elevation: -1816.6 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...) |
|---|---|---|---|---|---|---|
| 0.08 | 3.422 | 1.8799 | 0.671 | 5.101 | 0.134 | 0.268 |
| 0.28 | 3.422 | 2.0066 | 2.597 | 1.318 | 0.519 | 1.039 |
| 0.48 | 1.882 | 1.9166 | 4.346 | 0.433 | 0.869 | 1.738 |
| 0.59 | 5.476 | 1.8821 | 5.271 | 1.039 | 1.054 | 2.108 |
| 0.79 | 7.529 | 1.9669 | 7.119 | 1.058 | 1.424 | 2.848 |
| 0.99 | 4.449 | 2.0163 | 9.064 | 0.491 | 1.813 | 3.626 |
| 1.19 | 5.989 | 2.0153 | 11.007 | 0.544 | 2.201 | 4.403 |
| 1.34 | 12.663 | 2.0217 | 12.474 | 1.015 | 2.495 | 4.989 |