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
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...) |
|---|---|---|---|---|---|---|
| 0.06 | 1.882 | 1.8325 | 0.475 | 3.960 | 0.095 | 0.190 |
| 0.16 | 1.369 | 1.8920 | 1.326 | 1.033 | 0.265 | 0.530 |
| 0.21 | 1.369 | 1.8274 | 1.719 | 0.796 | 0.344 | 0.688 |
| 0.29 | 1.369 | 1.8282 | 2.350 | 0.583 | 0.470 | 0.940 |
| 0.49 | 1.882 | 1.8324 | 3.934 | 0.479 | 0.787 | 1.574 |
| 0.69 | 2.396 | 1.7431 | 5.343 | 0.448 | 1.069 | 2.137 |
| 0.89 | 2.396 | 1.7902 | 6.844 | 0.350 | 1.369 | 2.738 |
| 1.09 | 1.882 | 1.7801 | 8.326 | 0.226 | 1.665 | 3.330 |
| 1.26 | 38.866 | 1.7482 | 9.532 | 4.078 | 1.906 | 3.813 |
| 1.51 | 40.407 | 1.7662 | 11.349 | 3.560 | 2.270 | 4.540 |
| 1.76 | 27.551 | 1.9239 | 13.554 | 2.033 | 2.711 | 5.422 |
| 2.01 | 21.390 | 1.9543 | 15.833 | 1.351 | 3.167 | 6.333 |
| 2.11 | 27.037 | 1.8217 | 16.615 | 1.627 | 3.323 | 6.646 |
| 2.29 | 20.364 | 1.6727 | 17.758 | 1.147 | 3.552 | 7.103 |
| 2.49 | 24.984 | 1.8568 | 19.390 | 1.288 | 3.878 | 7.756 |
| 2.69 | 24.984 | 1.8279 | 20.966 | 1.192 | 4.193 | 8.386 |
| 2.89 | 27.551 | 1.8948 | 22.672 | 1.215 | 4.534 | 9.069 |
| 3.09 | 22.417 | 1.8929 | 24.375 | 0.920 | 4.875 | 9.750 |
| 3.26 | 27.551 | 1.7144 | 25.525 | 1.079 | 5.105 | 10.210 |
| 3.51 | 30.631 | 1.9947 | 27.903 | 1.098 | 5.581 | 11.161 |
| 3.76 | 52.706 | 1.9938 | 30.279 | 1.741 | 6.056 | 12.112 |
| 4.16 | 36.278 | 1.9836 | 34.040 | 1.066 | 6.808 | 13.616 |
| 4.26 | 74.268 | 1.9119 | 34.911 | 2.127 | 6.982 | 13.964 |
| 4.51 | 24.984 | 2.0009 | 37.304 | 0.670 | 7.461 | 14.922 |
| 4.76 | 32.171 | 2.0263 | 39.760 | 0.809 | 7.952 | 15.904 |
| 5.00 | 21.390 | 2.0936 | 42.276 | 0.506 | 8.455 | 16.910 |