Ai, Fei; Förster, Annika; Stegmann, Sylvia; Kopf, Achim J (2014): (Figure 3) Undrained shear stress of sediment core GeoB12064 [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.837309, 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: 0.03 m * Maximum DEPTH, sediment/rock: 2.83 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 | Fall cone penetration test |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
57 data points
Data
1 Depth sed [m] | 2 CU [kPa] |
---|---|
0.03 | 6.9901 |
0.08 | 4.5030 |
0.13 | 3.1755 |
0.18 | 3.8911 |
0.23 | 4.9126 |
0.28 | 5.8967 |
0.33 | 4.4087 |
0.38 | 29.3820 |
0.43 | 6.1712 |
0.48 | 3.8355 |
0.53 | 10.3855 |
0.58 | 2.4158 |
0.63 | 2.3066 |
0.68 | 3.7332 |
0.73 | 7.9836 |
0.78 | 7.5977 |
0.83 | 3.0279 |
0.88 | 4.3034 |
0.93 | 37.5195 |
0.98 | 2.9249 |
1.03 | 3.5873 |
1.08 | 8.1606 |
1.13 | 7.5816 |
1.18 | 8.9723 |
1.23 | 5.1748 |
1.28 | 7.8123 |
1.33 | 9.4021 |
1.38 | 7.7121 |
1.43 | 8.2513 |
1.48 | 10.1568 |
1.53 | 13.2427 |
1.58 | 12.8428 |
1.63 | 5.7770 |
1.68 | 9.9598 |
1.73 | 6.9193 |
1.78 | 7.0620 |
1.83 | 4.9126 |
1.88 | 5.5381 |
1.93 | 4.9379 |
1.98 | 37.8768 |
2.03 | 10.5687 |
2.08 | 5.7503 |
2.13 | 5.0939 |
2.18 | 24.7322 |
2.23 | 13.7399 |
2.28 | 7.2391 |
2.33 | 6.8774 |
2.38 | 5.7770 |
2.43 | 6.8635 |
2.48 | 7.0911 |
2.53 | 5.4096 |
2.58 | 7.5494 |
2.63 | 6.9901 |
2.68 | 10.2322 |
2.73 | 6.1594 |
2.78 | 12.2595 |
2.83 | 7.0911 |