Ai, Fei; Förster, Annika; Stegmann, Sylvia; Kopf, Achim J (2014): (Figure 3) Undrained shear strength of sediment core GeoB12044-2, Western Slide [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.837948, 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: 43.534500 * Longitude: 7.351833
Date/Time Start: 2007-08-03T08:09:00 * Date/Time End: 2007-08-03T08:09:00
Minimum DEPTH, sediment/rock: 0.08 m * Maximum DEPTH, sediment/rock: 4.55 m
Event(s):
GeoB12044-2 (M73/1_757-1) * Latitude: 43.534500 * Longitude: 7.351833 * Date/Time: 2007-08-03T08:09:00 * Elevation: -1527.4 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:
126 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 | 2.151 | 1.6918 | 0.523 | 4.111 | 0.105 | 0.209 |
0.28 | 1.565 | 1.6962 | 1.840 | 0.850 | 0.368 | 0.736 |
0.48 | 0.978 | 1.7006 | 3.166 | 0.309 | 0.633 | 1.266 |
0.68 | 1.565 | 1.7050 | 4.500 | 0.348 | 0.900 | 1.800 |
0.80 | 2.151 | 1.7076 | 5.303 | 0.406 | 1.061 | 2.121 |
1.05 | 3.325 | 1.7131 | 6.991 | 0.476 | 1.398 | 2.796 |
1.30 | 3.325 | 1.7186 | 8.692 | 0.383 | 1.738 | 3.477 |
1.55 | 4.498 | 1.7241 | 10.406 | 0.432 | 2.081 | 4.163 |
1.70 | 3.325 | 1.7274 | 11.440 | 0.291 | 2.288 | 4.576 |
1.80 | 3.325 | 1.7296 | 12.131 | 0.274 | 2.426 | 4.852 |
2.05 | 3.911 | 1.7351 | 13.873 | 0.282 | 2.775 | 5.549 |
2.30 | 30.900 | 1.7406 | 15.628 | 1.977 | 3.126 | 6.251 |
2.60 | 3.325 | 1.7472 | 17.753 | 0.187 | 3.551 | 7.101 |
2.85 | 4.498 | 1.7527 | 19.538 | 0.230 | 3.908 | 7.815 |
3.10 | 5.085 | 1.7582 | 21.336 | 0.238 | 4.267 | 8.534 |
3.35 | 3.911 | 1.7637 | 23.148 | 0.169 | 4.630 | 9.259 |
3.65 | 2.738 | 1.7703 | 25.341 | 0.108 | 5.068 | 10.136 |
3.85 | 18.579 | 1.7747 | 26.812 | 0.693 | 5.362 | 10.725 |
4.10 | 3.325 | 1.7802 | 28.664 | 0.116 | 5.733 | 11.466 |
4.35 | 2.738 | 1.7857 | 30.530 | 0.090 | 6.106 | 12.212 |
4.55 | 2.738 | 1.7901 | 32.031 | 0.085 | 6.406 | 12.812 |