Ai, Fei; Förster, Annika; Stegmann, Sylvia; Kopf, Achim J (2014): (Figure 3) Undrained shear strength of sediment core GeoB12060, Eastern slide [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.837933, 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: 43.541167 * Longitude: 7.408500
Date/Time Start: 2007-08-06T15:57:00 * Date/Time End: 2007-08-06T15:57:00
Minimum DEPTH, sediment/rock: 0.08 m * Maximum DEPTH, sediment/rock: 4.56 m
Event(s):
GeoB12060 (M73/1_786-1) * Latitude: 43.541167 * Longitude: 7.408500 * Date/Time: 2007-08-06T15:57:00 * Elevation: -1585.8 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:
114 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 | 1.369 | 1.7856 | 0.597 | 2.293 | 0.119 | 0.239 |
0.33 | 2.909 | 1.7587 | 2.396 | 1.214 | 0.479 | 0.959 |
0.63 | 3.936 | 1.7081 | 4.407 | 0.893 | 0.881 | 1.763 |
0.86 | 2.396 | 1.7014 | 5.933 | 0.404 | 1.187 | 2.373 |
1.11 | 1.882 | 1.7161 | 7.628 | 0.247 | 1.526 | 3.051 |
1.36 | 1.882 | 1.7217 | 9.336 | 0.202 | 1.867 | 3.735 |
1.66 | 4.449 | 1.6743 | 11.247 | 0.396 | 2.249 | 4.499 |
1.86 | 5.989 | 1.6548 | 12.483 | 0.480 | 2.497 | 4.993 |
2.11 | 5.476 | 1.6578 | 14.035 | 0.390 | 2.807 | 5.614 |
2.36 | 5.989 | 1.6985 | 15.687 | 0.382 | 3.137 | 6.275 |
2.66 | 5.989 | 1.8023 | 17.974 | 0.333 | 3.595 | 7.190 |
2.86 | 4.963 | 1.7818 | 19.459 | 0.255 | 3.892 | 7.784 |
3.11 | 7.529 | 1.7725 | 21.292 | 0.354 | 4.258 | 8.517 |
3.36 | 8.043 | 1.7479 | 23.065 | 0.349 | 4.613 | 9.226 |
3.66 | 4.963 | 1.8572 | 25.514 | 0.195 | 5.103 | 10.206 |
3.86 | 5.989 | 1.8285 | 27.091 | 0.221 | 5.418 | 10.836 |
4.11 | 14.203 | 1.9319 | 29.315 | 0.485 | 5.863 | 11.726 |
4.23 | 22.417 | 1.9709 | 30.429 | 0.737 | 6.086 | 12.171 |
4.56 | 21.904 | 1.9709 | 33.491 | 0.654 | 6.698 | 13.396 |