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Tan, Brian; Germaine, John T; Flemings, Peter B (2006): (Table T36) Ko-consolidated undrained test conditions and consolidation properties of ODP Site 204-1244 sediments [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.775115, In supplement to: Tan, B et al. (2006): Data report: Consolidation and strength characteristics of sediments from ODP Site 1244, Hydrate Ridge, Cascadia continental margin. In: Tréhu, AM; Bohrmann, G; Torres, ME; Colwell, FS (eds.), Proceedings of the Ocean Drilling Program, Scientific Results, College Station, TX (Ocean Drilling Program), 204, 1-148, https://doi.org/10.2973/odp.proc.sr.204.102.2006

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Project(s):
Coverage:
Median Latitude: 44.586230 * Median Longitude: -125.119845 * South-bound Latitude: 44.586160 * West-bound Longitude: -125.119860 * North-bound Latitude: 44.586300 * East-bound Longitude: -125.119830
Date/Time Start: 2002-07-13T01:00:00 * Date/Time End: 2002-07-16T05:30:00
Minimum Elevation: -896.0 m * Maximum Elevation: -895.1 m
Event(s):
204-1244B * Latitude: 44.586160 * Longitude: -125.119860 * Date/Time Start: 2002-07-13T01:00:00 * Date/Time End: 2002-07-13T12:45:00 * Elevation: -896.0 m * Penetration: 54.1 m * Recovery: 56.85 m * Location: North Pacific Ocean * Campaign: Leg204 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 6 cores; 54.1 m cored; 0 m drilled; 105.1 % recovery
204-1244C * Latitude: 44.586300 * Longitude: -125.119830 * Date/Time Start: 2002-07-13T12:45:00 * Date/Time End: 2002-07-16T05:30:00 * Elevation: -895.1 m * Penetration: 333.5 m * Recovery: 315.5 m * Location: North Pacific Ocean * Campaign: Leg204 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 39 cores; 332 m cored; 1.5 m drilled; 95 % recovery
Comment:
All stresses / pressures were originally measured in ksc (kgf/cm**2). The conversion of ksc to SI units is 1 ksc = 98.07 kPa. Test samples TX641, TX644, TX647 and TX650 were omitted because of lacking ODP sample labels.
Parameter(s):
#NameShort NameUnitPrincipal InvestigatorMethod/DeviceComment
1Event labelEvent
2Sample code/labelSample labelTan, BrianDSDP/ODP/IODP sample designation
3Sample code/label 2Sample label 2Tan, Brian
4Water in rockH2O%Tan, Brian
5Plastic limitPlastic limitTan, BrianAtterberg limits testin %
6Liquid limitLiq limitTan, BrianAtterberg limits testin %
7Water in rockH2O%Tan, Briannatural water content
8Plastic indexPlastic indexTan, BrianAtterberg limits testin %
9Density, wet bulkWBDg/cm3Tan, Brian
10Void Ratio descriptionVoid RatioTan, Brianinitial
11SaturationSatur%Tan, Brianinitial
12Specific gravitySpecific gravityTan, Brian
13Effective stressSigmakPaTan, Brianinitial
14Axial strainEpsilon aTan, Brianin %
15BackpressureBackpressurekPaTan, Brian
16ParameterParameterTan, BrianB-value in %
17Volumetric strainEpsilon volTan, Brianin %
18Preconsolidation pressurePckPaTan, Brian
19Strain rateStrain r/sTan, Brian% per sec
20Compression indexCcTan, Brian
21Axial strainEpsilon aTan, Brianin %; at maximum stress
22Volumetric strainEpsilon volTan, Brianin %; at maximum stress
23Vertical effective stressSigmaV efkPaTan, Brianmax SigmaV ef; at maximum stress;
24RatioRatioTan, Brianmaximum lateral stress ratio (sigmaH ef/sigmaV ef); at maximum stress
25Time in secondsTimesTan, Brianapproximate length of time maximum stress was held constant
26Axial strainEpsilon aTan, Brianin %; at preshear condition
27Volumetric strainEpsilon volTan, Brianin %; at preshear condition
28RatioRatioTan, Brianmaximum lateral stress ratio (sigmaH ef/sigmaV ef); at preshear condition
29Vertical effective stressSigmaV efkPaTan, Brianconsolidation sigmaV ef; at preshear condition
30Overconsolidation ratioPc/PoTan, Brianat preshear condition; at the end of unloading
31Time in secondsTimesTan, Brianapproximate length of time preshear condition was held constant
Size:
178 data points

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