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Shephard, Les E; Bryant, William; Chiou, W A (1982): (Table 4) Consolidation test results and geotechnical properties of samples tested from DSDP Hole 66-491. PANGAEA,, 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,

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Latitude: 16.029000 * Longitude: -98.972200
Date/Time Start: 1979-04-13T00:00:00 * Date/Time End: 1979-04-13T00:00:00
Minimum DEPTH, sediment/rock: 15 m * Maximum DEPTH, sediment/rock: 215 m
66-491 * Latitude: 16.029000 * Longitude: -98.972200 * Date/Time: 1979-04-13T00:00:00 * Elevation: -2883.0 m * Penetration: 542 m * Recovery: 389.4 m * Location: North Pacific/SLOPE * Campaign: Leg66 * Basis: Glomar Challenger * Method/Device: Drilling/drill rig (DRILL) * Comment: 58 cores; 532.5 m cored; 4.5 m drilled; 73.1 % recovery
#NameShort NameUnitPrincipal InvestigatorMethod/DeviceComment
1Sample code/labelSample labelShephard, Les EDSDP/ODP/IODP sample designation
2DEPTH, sediment/rockDepthmGeocode – mbsf
3Density, wet bulkWBDg/cm3Shephard, Les EGamma-ray attenuation porosity evaluator (GRAPE)
4PorosityPoros% volShephard, Les EGamma-ray attenuation porosity evaluator (GRAPE)
5Water content, wet massWater wm%Shephard, Les EPycnometer
6Void ratioVoid ratioShephard, Les E
7Effective overburden pressureOverb press efkPaShephard, Les Esee reference(s)
8Preconsolidation pressurePckPaShephard, Les Esee reference(s)
9Overconsolidation ratioPc/PoShephard, Les Esee reference(s)
32 data points

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