The Marine Geotechnical Consortium (1985): (Table 11) Consolidation properties at DSDP Hole 86-576A sediments using CIU triaxial test [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.803104, In supplement to: The Marine Geotechnical Consortium (1985): Geotechnical properties of Northwest Pacific pelagic clays: Deep Sea Drilling Project Leg 86, Hole 576A. In: Heath GR; Burckle LH; et al. (eds.), Initial Reports of the Deep Sea Drilling Project, Washington (U.S. Govt. Printing Office), 86, 723-758, https://doi.org/10.2973/dsdp.proc.86.134.1985
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Published: 1985 (exact date unknown) • DOI registered: 2012-12-25
Project(s):
Deep Sea Drilling Project (DSDP)
Coverage:
Latitude: 32.356300 * Longitude: 164.275300
Date/Time Start: 1982-05-16T00:00:00 * Date/Time End: 1982-05-16T00:00:00
Minimum Elevation: -6217.0 m * Maximum Elevation: -6217.0 m
Event(s):
86-576A * Latitude: 32.356300 * Longitude: 164.275300 * Date/Time: 1982-05-16T00:00:00 * Elevation: -6217.0 m * Penetration: 65.7 m * Recovery: 66.2 m * Location: North Pacific Ocean * Campaign: Leg86 * Basis: Glomar Challenger * Method/Device: Drilling/drill rig (DRILL) * Comment: 7 cores; 65.7 m cored; 0 m drilled; 100.8 % recovery
Parameter(s):
| # | Name | Short Name | Unit | Principal Investigator | Method/Device | Comment |
|---|---|---|---|---|---|---|
| 1 | Sample code/label | Sample label | The Marine Geotechnical Consortium | DSDP/ODP/IODP sample designation | ||
| 2 | Comment | Comment | The Marine Geotechnical Consortium | |||
| 3 | Identification | ID | The Marine Geotechnical Consortium | Test series number | ||
| 4 | Number | No | The Marine Geotechnical Consortium | Test | ||
| 5 | Overburden pressure | Overb press | kPa | The Marine Geotechnical Consortium | ||
| 6 | Cell pressure | SigmaCell | kPa | The Marine Geotechnical Consortium | At failure | |
| 7 | Parameter | Parameter | arbitrary units | The Marine Geotechnical Consortium | Multiple of overburden | |
| 8 | Water content, wet mass | Water wm | % | The Marine Geotechnical Consortium | Initial; assuming 35 ppm dissolved salt in pore fluid | |
| 9 | Water content, wet mass | Water wm | % | The Marine Geotechnical Consortium | At failure | |
| 10 | Overburden pressure | Overb press | kPa | The Marine Geotechnical Consortium | In situ effective stress | |
| 11 | Pressure, stress | P | MPa | The Marine Geotechnical Consortium | Deviation stress at failure | |
| 12 | Effective stress | Sigma | kPa | The Marine Geotechnical Consortium | At failure | |
| 13 | Pore pressure | u2 | kPa | The Marine Geotechnical Consortium | At failure | |
| 14 | Pore pressure parameter | Bq | The Marine Geotechnical Consortium | Coefficient at failure | ||
| 15 | Ratio | Ratio | The Marine Geotechnical Consortium | Undrained shear strength/effective overburden stress |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
119 data points