IODP Expedition 393 Compressional strength (penetrometer)

IODP Expedition 393 Compressional strength (penetrometer)

Compressional strength was measured on section halves using a Humbolt Manufacturing Pocket Penetrometer. The penetrometer is only suitable for sediment not affected by cementation (i.e., saturated, clay-rich, soft sediment). Shear strength can be calculated from the measured compressional strength....

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Bibliographische Detailangaben
Hauptverfasser: Coggon, Rosalind M., Teagle, Damon A.H., Sylvan, Jason B., Reece, Julia, Estes, Emily R., Williams, Trevor J., Aizawa, Masataka, Albers, Elmar, Amadori, Chiara, Belgrano, Thomas M., Borrelli, Chiara, Bridges, Joshua D., Carter, Elliott J., Christeson, Gail L., D'Angelo, Timothy, Dinarès-Turell, Jaume, Doi, Nobuhiro, Estep, Justin D., Evans, Aled, Gilhooly III, William P., Grant, Lewis J.C., Guérin, Gilles M., Harris, Michelle, Hojnacki, Victoria M., Hong, Gilbert, Jin, Xiaobo, Jonnalagadda, Mallika, Kaplan, Michael R., Kempton, Pamela D., Kurz, Walter, Kuwano, Daisuke, Labonte, Jessica M., Lam, Adriane R., Latas, Marcin, Lowery, Christopher M., Lu, Wanyi, McIntyre, Andrew, Moal-Darrigade, Paul, Pekar, Stephen F., Prakasam, Muthusamy, Robustelli Test, Claudio, Routledge, Claire M., Ryan, Jeffrey G., Santiago Ramos, Danielle, Shchepetkina, Alina, Slagle, Angela L., Takada, Mako, Tamborrino, Leonardo, Tian, Liyan, Villa, Alexandra, Wang, Yi, Wee, Shu Ying, Widlansky, Sarah J., Yang, Kiho, Yu, Tiantian, Zhang, Guoliang
Format: Dataset
Sprache:eng
Schlagworte:
Biosphere Frontiers
Earth Connections
Expedition 390
Expedition 390C
Expedition 393
Expedition 395E
International Ocean Discovery Program
IODP
JOIDES Resolution
Mid-Atlantic Ridge
Site U1556
Site U1557
Site U1558
Site U1559
Site U1560
Site U1561
Site U1583
South Atlantic Transect
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Beschreibung
Zusammenfassung:Compressional strength was measured on section halves using a Humbolt Manufacturing Pocket Penetrometer. The penetrometer is only suitable for sediment not affected by cementation (i.e., saturated, clay-rich, soft sediment). Shear strength can be calculated from the measured compressional strength. Compressional strength measurements should be considered only approximate, particularly because the influence of pore pressure changes during the undrained experiment cannot be estimated. Report includes compressional strength results, penetration direction, and adapter foot information.
DOI:10.5281/zenodo.10680619