(Table 12) Undrained shear strength and effective overburden stress ratio from CIU triaxial tests and adjusted for the in situ KQ condition for DSDP Hole 86-576A sediments
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| Main Author: | The Marine Geotechnical Consortium |
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| Format: | Dataset Open Access |
| Language: | en |
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PANGAEA
1985
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Similar Items
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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
by: The Marine Geotechnical Consortium
Published: (1985) -
(Table 6) Preconsolidation stress and corresponding overconsolidation ratios at DSDP Hole 86-576A
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