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The Marine Geotechnical Consortium (1985): (Table 9) Consolidation properties at DSDP Hole 86-576A sediments using CIU triaxial test [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.803102, 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):
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: 49.0 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):
#NameShort NameUnitPrincipal InvestigatorMethod/DeviceComment
1Sample code/labelSample labelThe Marine Geotechnical ConsortiumDSDP/ODP/IODP sample designation
2IdentificationIDThe Marine Geotechnical ConsortiumTest series number
3NumberNoThe Marine Geotechnical ConsortiumTest
4DEPTH, sediment/rockDepth sedmGeocode – mbsf
5Water content, wet massWater wm%The Marine Geotechnical ConsortiumInitial; assuming 35 ppm dissolved salt in pore fluid
6Water content, wet massWater wm%The Marine Geotechnical ConsortiumAt failure
7Overburden pressureOverb presskPaThe Marine Geotechnical ConsortiumIn situ effective stress
8Cell pressureSigmaCellkPaThe Marine Geotechnical Consortium
9BackpressureBackpressurekPaThe Marine Geotechnical Consortium
10Consolidation stressConsol stresskPaThe Marine Geotechnical Consortium
11Pore pressure parameterBqThe Marine Geotechnical Consortium
12Overconsolidation ratioPc/PoThe Marine Geotechnical Consortium
13Shear strength, primaryShear strkPaThe Marine Geotechnical Consortium
14RatioRatioThe Marine Geotechnical ConsortiumUndrained shear strength/effective overburden stress
Size:
195 data points

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