The Marine Geotechnical Consortium (1985): (Table 8) Consolidation properties at DSDP Hole 86- 576A sediments using unconsolidated-undrained (UU) triaxial test [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.803101, 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: 2.9 m * Maximum DEPTH, sediment/rock: 64.3 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 | Sample code/label | Sample label | The Marine Geotechnical Consortium | DSDP/ODP/IODP sample designation | ||
| 2 | DEPTH, sediment/rock | Depth sed | m | Geocode – mbsf | ||
| 3 | Overburden pressure | Overb press | kPa | The Marine Geotechnical Consortium | ||
| 4 | Water content, wet mass | Water wm | % | The Marine Geotechnical Consortium | ||
| 5 | Shear strength, primary | Shear str | kPa | The Marine Geotechnical Consortium | Triaxial | |
| 6 | Ratio | Ratio | The Marine Geotechnical Consortium | Undrained shear strength/effective overburden stress |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
105 data points
Data
| 1 Sample label | 2 Depth sed [m] | 3 Overb press [kPa] | 4 Water wm [%] | 5 Shear str [kPa] | 6 Ratio |
|---|---|---|---|---|---|
| 86-576A-1-2 | 2.9 | 10.9 | 153.0 | 14.7 | 1.34 |
| 86-576A-1-3 | 3.0 | 11.3 | 155.0 | 13.7 | 1.21 |
| 86-576A-1-3 | 3.9 | 14.7 | 154.0 | 14.3 | 0.97 |
| 86-576A-2-1 | 10.0 | 37.7 | 191.0 | 12.8 | 9.34 |
| 86-576A-2-4 | 13.7 | 51.7 | 160.0 | 11.4 | 0.22 |
| 86-576A-2-6 | 16.8 | 63.4 | 182.0 | 15.6 | 0.25 |
| 86-576A-3-2 | 21.8 | 82.3 | 121.0 | 17.6 | 0.21 |
| 86-576A-3-5 | 24.5 | 92.5 | 140.0 | 18.9 | 0.20 |
| 86-576A-3-6 | 26.7 | 100.8 | 114.0 | 29.6 | 0.29 |
| 86-576A-4-2 | 30.4 | 114.7 | 147.0 | 16.7 | 0.15 |
| 86-576A-4-3 | 31.0 | 116.9 | 158.0 | 18.3 | 0.16 |
| 86-576A-4-5 | 34.6 | 130.6 | 123.0 | 26.6 | 0.20 |
| 86-576A-4-5 | 34.7 | 130.9 | 130.0 | 42.1 | 0.32 |
| 86-576A-5-3 | 40.2 | 151.7 | 145.0 | 26.6 | 0.18 |
| 86-576A-5-4 | 40.7 | 153.6 | 105.0 | 39.3 | 0.26 |
| 86-576A-5-5 | 44.0 | 166.0 | 109.0 | 32.8 | 0.20 |
| 86-576A-6-2 | 48.3 | 182.0 | 101.0 | 33.0 | 0.18 |
| 86-576A-6-3 | 49.7 | 187.5 | 126.4 | 24.2 | 0.13 |
| 86-576A-6-3 | 49.8 | 188.0 | 114.0 | 30.0 | 0.16 |
| 86-576A-6-4 | 51.8 | 195.0 | 99.0 | 29.0 | 0.15 |
| 86-576A-7-6 | 64.3 | 243.0 | 117.7 | 38.0 | 0.16 |