The Marine Geotechnical Consortium (1985): (Table 12) Undrained shear strength and effective overburden stress ratio from CIU triaxial tests and adjusted for the in situ KQ condition for DSDP Hole 86-576A sediments [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.803105, 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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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 DEPTH, sediment/rock: 5.5 m * Maximum DEPTH, sediment/rock: 48.9 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 * 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 | Method comment | Method comm | The Marine Geotechnical Consortium | |||
| 2 | Sample code/label | Sample label | The Marine Geotechnical Consortium | DSDP/ODP/IODP sample designation | ||
| 3 | DEPTH, sediment/rock | Depth sed | m | Geocode – mbsf | ||
| 4 | Overconsolidation ratio | Pc/Po | The Marine Geotechnical Consortium | |||
| 5 | Ratio | Ratio | The Marine Geotechnical Consortium | Undrained shear strength/effective overburden stress; CIU tests | ||
| 6 | Ratio | Ratio | The Marine Geotechnical Consortium | Undrained shear strength/effective overburden stress; Ko condition |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
38 data points