(Table 3) Consolidation test results and geotechnical properties of samples tested from DSDP Site 66-489
| Cobertura |
LATITUDE: 16.269800 * LONGITUDE: -99.018800 * DATE/TIME START: 1979-04-03T00:00:00 * DATE/TIME END: 1979-04-03T00:00:00 * MINIMUM DEPTH, sediment/rock: 13 m * MAXIMUM DEPTH, sediment/rock: 61 m |
|---|---|
| Data(s) |
06/08/1982
|
| Formato |
text/tab-separated-values, 16 data points |
| Identificador |
https://doi.pangaea.de/10.1594/PANGAEA.817702 doi:10.1594/PANGAEA.817702 |
| Idioma(s) |
en |
| Publicador |
PANGAEA |
| Relação |
doi:10.1594/PANGAEA.817706 Shephard, Les E; Bryant, William; Chiou, W A (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, doi:10.2973/dsdp.proc.66.115.1982 |
| Direitos |
CC-BY: Creative Commons Attribution 3.0 Unported Access constraints: unrestricted |
| Palavras-Chave | #66-489; 66-489A; Deep Sea Drilling Project; Density, wet bulk; DEPTH, sediment/rock; DRILL; Drilling/drill rig; DSDP; Effective overburden pressure; Event label; Gamma-ray attenuation porosity evaluator (GRAPE); Glomar Challenger; Leg66; North Pacific/TRENCH; ODP sample designation; Overconsolidation ratio; Porosity; Preconsolidation pressure; Pycnometer; Sample code/label; see reference(s); Void ratio; Water content of wet mass |
| Tipo |
Dataset |
