The Marine Geotechnical Consortium (1985): (Table 13) Undrained shear strength and effective overburden stress ratio for both the normally consolidated condition and after correcting for the state of overconsolidation at DSDP Hole 86-576A [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.803106, 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
Always quote citation above when using data! You can download the citation in several formats below.
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: 5.5 m * Maximum DEPTH, sediment/rock: 48.9 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 | DEPTH, sediment/rock | Depth sed | m | Geocode – mbsf | ||
| 2 | Ratio | Ratio | The Marine Geotechnical Consortium | Undrained shear strength/effective overburden stress; Normally consolidated | ||
| 3 | Overconsolidation ratio | Pc/Po | The Marine Geotechnical Consortium | |||
| 4 | Ratio | Ratio | The Marine Geotechnical Consortium | Undrained shear strength/effective overburden stress; Corrected for the state of overconsolidation | ||
| 5 | Shear strength, primary | Shear str | kPa | The Marine Geotechnical Consortium | Corrected for in situ conditions using SHANSEP |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
32 data points
Data
| 1 Depth sed [m] (mbsf) | 2 Ratio (Undrained shear strength/effe...) | 3 Pc/Po | 4 Ratio (Undrained shear strength/effe...) | 5 Shear str [kPa] (Corrected for in situ conditi...) |
|---|---|---|---|---|
| 5.5 | 4.90 | 5.0 | 1.10 | 22 |
| 6.3 | 0.54 | 4.0 | 1.10 | 24 |
| 17.4 | 0.41 | 2.5 | 0.65 | 37 |
| 24.7 | 0.44 | 1.5 | 0.53 | 45 |
| 29.6 | 0.37 | 1.0 | 0.46 | 48 |
| 42.3 | 0.35 | 1.0 | 0.35 | 54 |
| 42.8 | 0.36 | 1.0 | 0.36 | 56 |
| 48.9 | 0.34 | 1.0 | 0.34 | 61 |