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PANGAEA.
Data Publisher for Earth & Environmental Science

Shephard, Les E; Bryant, William; Chiou, W A (1982): (Table 1) Consolidation test results and geotechnical properties of samples tested from DSDP Hole 66-487 [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.817699, In supplement to: Shephard, LE et al. (1982): Geotechnical properties of Middle America Trench sediments, Deep Sea Drilling Project Leg 66. In: Watkins, JS; Casey Moore, J; et al. (eds.), Initial Reports of the Deep Sea Drilling Project (U.S. Govt. Printing Office), 66, 475-504, https://doi.org/10.2973/dsdp.proc.66.115.1982

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Project(s):
Coverage:
Latitude: 15.853500 * Longitude: -99.175300
Date/Time Start: 1979-03-24T00:00:00 * Date/Time End: 1979-03-24T00:00:00
Minimum DEPTH, sediment/rock: 75 m * Maximum DEPTH, sediment/rock: 160 m
Event(s):
66-487 * Latitude: 15.853500 * Longitude: -99.175300 * Date/Time: 1979-03-24T00:00:00 * Elevation: -4764.0 m * Penetration: 190.5 m * Recovery: 119.6 m * Location: North Pacific/TRENCH * Campaign: Leg66 * Basis: Glomar Challenger * Method/Device: Drilling/drill rig (DRILL) * Comment: 20 cores; 180.5 m cored; 9.5 m drilled; 66.3 % recovery
Parameter(s):
#NameShort NameUnitPrincipal InvestigatorMethod/DeviceComment
Sample code/labelSample labelShephard, Les EDSDP/ODP/IODP sample designation
DEPTH, sediment/rockDepth sedmGeocode – mbsf
Density, wet bulkWBDg/cm3Shephard, Les EGamma-ray attenuation porosity evaluator (GRAPE)
PorosityPoros% volShephard, Les EGamma-ray attenuation porosity evaluator (GRAPE)
Water content, wet massWater wm%Shephard, Les EPycnometer
Void ratioVoid ratioShephard, Les E
Effective overburden pressureOverb press efkPaShephard, Les Esee reference(s)
Preconsolidation pressurePckPaShephard, Les Esee reference(s)
Overconsolidation ratioPc/PoShephard, Les Esee reference(s)
Size:
24 data points

Data

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Sample label

Depth sed [m]

WBD [g/cm3]

Poros [% vol]

Water wm [%]

Void ratio

Overb press ef [kPa]

Pc [kPa]

Pc/Po
66-487-9-5751.4178.5658.863.67287700.24
66-487-14-31191.3484.1964.165.334403100.71
66-487-18-51601.2986.6768.446.50559600.11