Published March 31, 2020
| Version v1
Dataset
Open
IODP Expedition 366 Vane shear strength (AVS)
Creators
- Fryer, P.
- Wheat, C.G.
- Williams, T.
- Albers, E.
- Bekins, B.
- Debret, B.P.R.
- Deng, J.
- Dong, Y.
- Eickenbusch, P.
- Frery, E.A.
- Ichiyama, Y.
- Johnson, K.
- Johnston, R.M.
- Kevorkian, R.T.
- Kurz, W.
- Magalhaes, V.
- Mantovanelli, S.S.
- Menapace, W.
- Menzies, C.D.
- Michibayashi, K.
- Moyer, C.L.
- Mullane, K.K.
- Park, J.-W.
- Price, R.E.
- Ryan, J.G.
- Shervais, J.W.
- Sissmann, O.J.
- Suzuki, S.
- Takai, K.
- Walter, B.
- Zhang, R.
Contributors
Data collector:
Description
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and device controller. The device is suitable for sediment not affected by cementation (i.e., saturated, clay-rich, soft sediment). Shear strength measurements should be considered only approximate, particularly because the influence of pore pressure changes during the undrained experiment cannot be estimated. Report includes vane shear strength at the sample's failure point, maximum torque angle, penetration direction, and rate of vane rotation.
Files
366-AVS.zip
Files
(4.2 MB)
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Additional details
Related works
- Is documented by
- 10.14379/iodp.proc.366.2018 (DOI)