Moran, Kate; Christian, Harold A (1990): (Table 2) Triaxial stress conditions ans shear strength parameters of ODP Leg 110 samples [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.747750, In supplement to: Moran, K; Christian, HA (1990): Strength and deformation behavior of sediment from the Lesser Antilles Forearc Accretionary Prism. In: Moore, JC; Mascle, A; et al. (eds.), Proceedings of the Ocean Drilling Program, Scientific Results, College Station, TX (Ocean Drilling Program), 110, 279-288, https://doi.org/10.2973/odp.proc.sr.110.150.1990
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Project(s):
Ocean Drilling Program (ODP)
Coverage:
Median Latitude: 15.532200 * Median Longitude: -58.692267 * South-bound Latitude: 15.525800 * West-bound Longitude: -58.732500 * North-bound Latitude: 15.540000 * East-bound Longitude: -58.641000
Date/Time Start: 1986-06-28T12:45:00 * Date/Time End: 1986-08-14T00:30:00
Minimum DEPTH, sediment/rock: 10.64 m * Maximum DEPTH, sediment/rock: 97.63 m
Event(s):
110-671B * Latitude: 15.525800 * Longitude: -58.732500 * Date/Time Start: 1986-06-28T12:45:00 * Date/Time End: 1986-07-10T23:15:00 * Elevation: -4942.0 m * Penetration: 691.2 m * Recovery: 553.13 m * Location: South Atlantic Ocean * Campaign: Leg110 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 74 cores; 691.2 m cored; 0 m drilled; 80 % recovery
110-672A * Latitude: 15.540000 * Longitude: -58.641000 * Date/Time Start: 1986-07-15T11:10:00 * Date/Time End: 1986-07-22T12:15:00 * Elevation: -4984.0 m * Penetration: 493.8 m * Recovery: 382.62 m * Location: South Atlantic Ocean * Campaign: Leg110 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 53 cores; 493.8 m cored; 0 m drilled; 77.5 % recovery
110-676A * Latitude: 15.530800 * Longitude: -58.703300 * Date/Time Start: 1986-08-10T11:15:00 * Date/Time End: 1986-08-14T00:30:00 * Elevation: -5070.0 m * Penetration: 310.2 m * Recovery: 262.09 m * Location: South Atlantic Ocean * Campaign: Leg110 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 33 cores; 310.2 m cored; 0 m drilled; 84.5 % recovery
Parameter(s):
| # | Name | Short Name | Unit | Principal Investigator | Method/Device | Comment |
|---|---|---|---|---|---|---|
| 1 | Event label | Event | ||||
| 2 | DEPTH, sediment/rock | Depth sed | m | Geocode | ||
| 3 | Number | No | Moran, Kate | |||
| 4 | Sample method | Sample method | Moran, Kate | |||
| 5 | Preconsolidation pressure | Pc | kPa | Moran, Kate | in-situ vertical preconsolidation stress | |
| 6 | Axial effective stress | SigmaA ef | kPa | Moran, Kate | ||
| 7 | Radial effective stress | SigmaR ef | kPa | Moran, Kate | ||
| 8 | Vertical effective stress | SigmaV ef | kPa | Moran, Kate | before triaxial shear | |
| 9 | Horizontal stress | SigmaH ef | kPa | Moran, Kate | ||
| 10 | Coefficient | Coeff | Moran, Kate | pore-pressure coefficient (Bishop and Henkel, 1962) | ||
| 11 | Coefficient | Coeff | Moran, Kate | pore-pressure coefficient at failure (Bihop and Henkel, 1992) | ||
| 12 | - | - | Moran, Kate | axial or radial strain at failure | ||
| 13 | Shear strength, primary | Shear str | kPa | Moran, Kate | undrained | |
| 14 | Ratio | Ratio | Moran, Kate | lateral stress ratio determined from K0 consolidation |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
105 data points