/* DATA DESCRIPTION: Citation: Wessels, Martin; Grobe, Hannes; Haase, Gerhard M (1989): Shear strength measured on sediment core PS1196-1. PANGAEA, https://doi.org/10.1594/PANGAEA.407288, In supplement to: Wessels, Martin (1989): Sedimentationsprozesse an der Filchner Schelfeiskante, Antarktis. Diploma Thesis, Institut und Museum für Geologie und Paläontologie der Georg-August-Universität zu Göttingen (in Zusammenarbeit mit dem Alfred-Wegener-Institut), 126 pp, hdl:10013/epic.30827.d001 Project(s): Paleoenvironmental Reconstructions from Marine Sediments @ AWI (AWI_Paleo) (URI: https://www.awi.de/en/science/geosciences/marine-geology.html) Coverage: LATITUDE: -76.463300 * LONGITUDE: -52.979990 DATE/TIME START: 1984-01-25T00:00:00 * DATE/TIME END: 1984-01-25T00:00:00 MINIMUM DEPTH, sediment/rock: 0.01 m * MAXIMUM DEPTH, sediment/rock: 0.51 m Event(s): PS1196-1 (PS04/334) (URI: https://store.pangaea.de/Images/Cores/PS-stationcard/PS1196-stationcard.pdf) * LATITUDE: -76.463300 * LONGITUDE: -52.979990 * DATE/TIME: 1984-01-25T00:00:00 * ELEVATION: -427.0 m * Penetration: 0.53 m * Recovery: 0.53 m * LOCATION: Filchner Shelf * CAMPAIGN: ANT-II/4 (PS04) (URI: https://doi.org/10.2312/BzP_0019_1984) * BASIS: Polarstern (URI: https://doi.org/10.17815/jlsrf-3-163) * METHOD/DEVICE: Giant box corer (GKG) (URI: http://en.wikipedia.org/wiki/Box_corer) Parameter(s): DEPTH, sediment/rock [m] (Depth sed) * GEOCODE Shear strength, primary [kPa] (Shear str) * PI: Grobe, Hannes (https://orcid.org/0000-0002-4133-2218, hannes.grobe@awi.de, http://www.awi.de/en/about-us/organisation/staff/hannes-grobe.html) Shear strength, remanent [kPa] (Shear str r) * PI: Grobe, Hannes (https://orcid.org/0000-0002-4133-2218, hannes.grobe@awi.de, http://www.awi.de/en/about-us/organisation/staff/hannes-grobe.html) License: Creative Commons Attribution 3.0 Unported (CC-BY-3.0) (URI: https://creativecommons.org/licenses/by/3.0/) Size: 16 data points */ Depth sed [m] Shear str [kPa] Shear str r [kPa] 0.01 9.0 2.3 0.06 14.0 2.3 0.11 22.0 4.3 0.16 36.0 2.6 0.21 42.0 3.3 0.31 22.0 3.0 0.41 36.0 2.3 0.51 26.0 8.6