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(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

Fuente: PANGAEA

Salvato in:

Dettagli Bibliografici
Autore principale:	The Marine Geotechnical Consortium
Natura:	Dataset Open Access
Lingua:	en
Pubblicazione:	PANGAEA 1985
Soggetti:	86-576A; Deep Sea Drilling Project; DEPTH, sediment/rock; DRILL; Drilling/drill rig; DSDP; Glomar Challenger; Leg86; North Pacific Ocean; Overconsolidation ratio; Ratio; Shear strength, primary
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