(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
| Cobertura |
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 |
|---|---|
| Data(s) |
27/11/1985
|
| Formato |
text/tab-separated-values, 32 data points |
| Identificador |
https://doi.pangaea.de/10.1594/PANGAEA.803106 doi:10.1594/PANGAEA.803106 |
| Idioma(s) |
en |
| Publicador |
PANGAEA |
| Relação |
doi:10.1594/PANGAEA.803107 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, doi:10.2973/dsdp.proc.86.134.1985 |
| Direitos |
CC-BY: Creative Commons Attribution 3.0 Unported Access constraints: unrestricted |
| Palavras-Chave | #86-576A; Deep Sea Drilling Project; DEPTH, sediment/rock; DRILL; Drilling/drill rig; DSDP; Glomar Challenger; Leg86; North Pacific; Overconsolidation ratio; Ratio; Shear strength, primary |
| Tipo |
Dataset |
