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
Data
| 1 Event | 2 Depth sed [m] | 3 No | 4 Sample method | 5 Pc [kPa] (in-situ vertical preconsolida...) | 6 SigmaA ef [kPa] | 7 SigmaR ef [kPa] | 8 SigmaV ef [kPa] (before triaxial shear) | 9 SigmaH ef [kPa] | 10 Coeff (pore-pressure coefficient (Bi...) | 11 Coeff (pore-pressure coefficient at ...) | 12 - (axial or radial strain at fai...) | 13 Shear str [kPa] (undrained) | 14 Ratio (lateral stress ratio determin...) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 110-671B | 20.95 | 2 | isotropic consolidation; triaxial shear in undrained compression | 140 | 150 | 150 | 0.97 | 0.39 | 6.5 | 94 | |||
| 110-671B | 59.36 | 10 | K0 consolidation; triaxial shear in undrained compression | 270 | 245 | 230 | 625 | 461 | 0.98 | 0.86 | 3.8 | 187 | 0.9 |
| 110-671B | 60.83 | 11 | K0 consolidation | 270 | 240 | 171 | 1.03 | 0.7 | |||||
| 110-671B | 87.79 | 14 | K0 consolidation; triaxial shear in undrained compression | 380 | 344 | 174 | 840 | 534 | 0.97 | 0.61 | 5.1 | 290 | |
| 110-671B | 89.33 | 15 | anisotropic consolidation; triaxial shear in undrained extension | 384 | 98 | 155 | 373 | 597 | 0.91 | 0.08 | 0.5 | 195 | |
| 110-672A | 36.24 | 8 | isotropic consolidation; triaxial shear in undrained compression | 196 | 347 | 347 | 0.96 | 0.93 | 6.1 | 134 | |||
| 110-672A | 94.74 | 12 | anisotropic consolidation; triaxial shear in undrained compression | 200 | 172 | 136 | 388 | 351 | 0.97 | 0.82 | 2.3 | 158 | |
| 110-676A | 10.64 | 1 | isotropic consolidation; triaxial shear in undrained compression | 20 | 195 | 195 | 0.99 | 0.94 | 8.8 | 72 | |||
| 110-676A | 67.65 | 4 | isotropic consolidation; triaxial shear in undrained compression | 52 | 700 | 700 | 0.99 | 0.99 | 13.0 | 205 | |||
| 110-676A | 39.12 | 9 | isotropic consolidation; triaxial shear in undrained compression | 50 | 43 | 43 | 595 | 595 | 0.80 | 1.09 | 8.1 | 211 | |
| 110-676A | 97.63 | 13 | anisotropic consolidation | 175 | 151 | 123 | 0.93 |