Feeser, Volker; Moran, Kate; Brückmann, Warner (1993): (Table 1) Yield and strength testing program of ODP Site 131-808 sediments [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.785254, In supplement to: Feeser, V et al. (1993): Stress-regime-controlled yield and strength behavior of sediment from the frontal part of the Nankai accretionary prism. In: Hill, IA; Taira, A; Firth, JV; et al. (eds.), Proceedings of the Ocean Drilling Program, Scientific Results, College Station, TX (Ocean Drilling Program), 131, 261-273, https://doi.org/10.2973/odp.proc.sr.131.123.1993
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Project(s):
Ocean Drilling Program (ODP)
Coverage:
Latitude: 32.352150 * Longitude: 134.944367
Date/Time Start: 1990-04-04T00:00:00 * Date/Time End: 1990-05-31T00:00:00
Minimum DEPTH, sediment/rock: 173.0 m * Maximum DEPTH, sediment/rock: 704.9 m
Event(s):
131-808 * Latitude: 32.352150 * Longitude: 134.944367 * Date/Time Start: 1990-04-04T00:00:00 * Date/Time End: 1990-05-31T00:00:00 * Elevation: -4685.1 m * Penetration: 4130.2 m * Recovery: 732.1 m * Location: Philippine Sea * Campaign: Leg131 * Basis: Joides Resolution * Method/Device: Composite Core (COMPCORE) * Comment: 163 cores; 1463.3 m cored; 1980 m drilled; 50% recovery
Parameter(s):
# | Name | Short Name | Unit | Principal Investigator | Method/Device | Comment |
---|---|---|---|---|---|---|
1 | Sample code/label | Sample label | Feeser, Volker | DSDP/ODP/IODP sample designation | ||
2 | DEPTH, sediment/rock | Depth sed | m | Geocode – mbsf | ||
3 | Lithologic unit/sequence | Unit | Feeser, Volker | lithological | ||
4 | Lithologic unit/sequence | Unit | Feeser, Volker | physical properties | ||
5 | Quality code | Quality | Feeser, Volker | |||
6 | Vertical effective stress | SigmaV ef | kPa | Feeser, Volker | ||
7 | Sample comment | Sample comment | Feeser, Volker | orientation, triaxial tests (CIUC) | ||
8 | Preconsolidation pressure | Pc | kPa | Feeser, Volker | #1, triaxial tests (CIU | |
9 | Preconsolidation pressure | Pc | kPa | Feeser, Volker | #2, triaxial tests (CIU | |
10 | Backpressure | Backpressure | kPa | Feeser, Volker | triaxial tests (CIU | |
11 | Strain rate | Strain r | /s | Feeser, Volker | #1, originally given in 10**-3/min (calculation: *6/100), triaxial tests (CIU | |
12 | Strain rate | Strain r | /s | Feeser, Volker | #2, originally given in 10**-3/min (calculation: *6/100), triaxial tests (CIU | |
13 | Strain rate | Strain r | /s | Feeser, Volker | #3, originally given in 10**-3/min (calculation: *6/100), triaxial tests (CIU | |
14 | - | - | Feeser, Volker | maximum loading [MPa], Oedometer tests |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
137 data points
Data
1 Sample label | 2 Depth sed [m] (mbsf) | 3 Unit (lithological) | 4 Unit (physical properties) | 5 Quality | 6 SigmaV ef [kPa] | 7 Sample comment (orientation, triaxial tests (...) | 8 Pc [kPa] (#1, triaxial tests (CIU) | 9 Pc [kPa] (#2, triaxial tests (CIU) | 10 Backpressure [kPa] (triaxial tests (CIU) | 11 Strain r [/s] (#1, originally given in 10**-...) | 12 Strain r [/s] (#2, originally given in 10**-...) | 13 Strain r [/s] (#3, originally given in 10**-...) | 14 - (maximum loading [MPa], Oedome...) |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
131-808B-7X-3,120-140 | 173.0 | IIb | 1 | - | 1480 | horizontal | 2000 | 600 | 0.300 | 0.03 | 0.003 | ||
131-808B-7X-3,120-140 | 173.0 | IIb | 1 | - | 1480 | vertical | 2000 | 600 | 0.300 | 0.03 | 0.003 | 9.90 | |
131-808G-8X-2, | 194.5 | IIb | 1 | +/- | 1610 | vertical | 800 | 400 | 0.498 | ||||
131-808G-8X-4,129-141 | 198.7 | IIb | 1 | +/- | 1690 | horizontal | 9.99 | ||||||
131-808G-8X-4,129-141 | 198.7 | IIb | 1 | +/- | 1690 | vertical | 9.99 | ||||||
131-808B-17X-3, | 266.4 | IIc | 3 | +/- | 2280 | vertical | 1490 | 400 | 0.498 | ||||
131-808C-6R-2, | 348.9 | IIc | 3 | +/- | 3020 | vertical | 400 | 400 | 0.498 | ||||
131-808C-17R-5,19-29 | 458.3 | IIc | 3 | - | 4330 | horizontal | 4300 | 750 | 0.300 | 0.03 | 0.003 | ||
131-808C-17R-5,19-29 | 458.3 | IIc | 3 | - | 4330 | vertical | 4300 | 750 | 0.300 | 0.03 | 0.003 | ||
131-808C-23R-3,2-14 | 514.0 | IIc | 3 | +/- | 4890 | vertical | 4800 | 750 | 0.300 | 0.03 | 0.003 | 9.99 | |
131-808C-39R-5,56-69 | 671.2 | IVa | 3 | - | 6490 | vertical | 6500 | 8500 | 750 | 0.015 | |||
131-808C-39R-5,56-69 | 671.2 | IVa | 3 | +/- | 6490 | vertical | 6500 | 8500 | 750 | 0.015 | 9.99 | ||
131-808C-43R-2,18-31 | 704.9 | IVa | - | 6850 | vertical | 3400 | 6850 | 750 | 0.015 | ||||
131-808C-43R-2,18-31 | 704.9 | IVa | - | 6850 | vertical | 3400 | 6850 | 750 | 0.015 |