GLORIA

GEOMAR Library Ocean Research Information Access

feed icon rss

Your email was sent successfully. Check your inbox.

An error occurred while sending the email. Please try again.

Proceed reservation?

Export
Filter
  • 2010-2014  (8)
  • 2012  (7)
  • 2011  (1)
Document type
Keywords
Language
Years
  • 2010-2014  (8)
Year
  • 1
  • 2
    Type of Medium: Online Resource
    Pages: Online-Ressource
    Series Statement: Berichte aus dem Fachbereich Geowissenschaften der Universität Bremen 284
    Language: English
    Note: References p. 74 - 80
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 3
    Publication Date: 2023-03-03
    Keywords: Center for Marine Environmental Sciences; DEPTH, water; Emden_Harbour_WS1250; Emden Harbour, Germany; MARUM; Suspended particulate matter; Water sample; Weighing dry mass per unit sample volume; WS; WS1250
    Type: Dataset
    Format: text/tab-separated-values, 6 data points
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 4
    facet.materialart.
    Unknown
    PANGAEA
    In:  Supplement to: Seifert, Annedore; Kopf, Achim J (2012): Modified dynamic CPTU penetrometer for fluid mud detection. Journal of Geotechnical and Geoenvironmental Engineering, 138(2), 203-206, https://doi.org/10.1061/(ASCE)GT.1943-5606.0000563
    Publication Date: 2023-06-27
    Description: One particularly complex phenomenon is the episodic, tidally driven variation of navigable depth level as a result of fluid mud settlement. This paper presents results from dynamic cone penetration testing with pore pressure measurement (CPTU) as a nonacoustical, direct device to support surveying and management of these areas. The new technique is modular and uses a disk configuration for fluid mud detection. Both disk resistance and pore pressure measurements accurately identify suspended matter concentrations of 90 g/L or more, and the transition from fluid mud to consolidating mud once concentrations exceed 150 g/L. Hence, the procedure attests the potential for rapid, reliable assessment of a fluid mud layer and concurrent characterization of the underlying consolidated sediment by monitoring the pore pressure and strength changes during penetration.
    Keywords: Center for Marine Environmental Sciences; Emden_Harbour_GC; Emden_Harbour_WS1250; Emden Harbour, Germany; GC; Gravity corer; MARUM; Water sample; WS; WS1250
    Type: Dataset
    Format: application/zip, 2 datasets
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 5
    facet.materialart.
    Unknown
    PANGAEA
    In:  SIO7 Data Center, J-CORES Database; Ocean Drilling Program, Center for Deep Earth Exploration (JAMSTEC)
    Publication Date: 2023-07-04
    Keywords: 332-C0002G; Chikyu; Conductivity, electrical; DEPTH, sediment/rock; DRILL; Drilling/drill rig; Event label; Exp332; Gamma ray; Integrated Ocean Drilling Program / International Ocean Discovery Program; IODP; Logging-While-Drilling, arcVISION; NanTroSEIZE Stage 2: Riserless Observatory; Resistivity, electrical; Time Stamp
    Type: Dataset
    Format: text/tab-separated-values, 553689 data points
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 6
    Publication Date: 2023-06-27
    Keywords: Center for Marine Environmental Sciences; DEPTH, sediment/rock; Depth comment; Emden_Harbour_GC; Emden Harbour, Germany; GC; Gravity corer; MARUM; Suspended particulate matter; Weighing dry mass per unit sample volume
    Type: Dataset
    Format: text/tab-separated-values, 20 data points
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 7
    facet.materialart.
    Unknown
    PANGAEA
    In:  Supplement to: Stark, Nina; Coco, Giovanni; Bryan, Karin R; Kopf, Achim J (2012): In-situ geotechnical characterization of mixed-grain-size bedforms using a dynamic penetrometer. Journal of Sedimentary Research, 82(7-8), 540-544, https://doi.org/10.2110/jsr.2012.45
    Publication Date: 2023-07-11
    Description: We tested the ability of a small dynamic penetrometer, Nimrod, to infer geotechnical properties of sediment mixtures in the inner shelf. The penetrometer is light and easy to operate, and its operation by scuba divers ensures a greater degree of precision than ship-based penetrometer deployments. We have studied selected positions along a sorted bedform (~ 100 m wide) on the continental shelf off the Coromandel Peninsula close to Tairua, North Island of New Zealand, and additionally took sediment samples at the exact positions of penetrometer impact, also by scuba divers. The derived dynamic penetrometer signatures (i) measured deceleration of the probe and estimated quasi-static bearing capacity as a measure of sediment strength, (ii) reflected changes in grain-size distribution ranging from very fine to very coarse sands, and (iii) revealed the uppermost seafloor stratification (top layer 2-6 cm) potentially being an indicator for sediment dynamics. In this manner, the device proved to be suitable for spatially fine-scaled surveys using divers' support and might deliver complementary information about sediment dynamics, in this case sorted-bedform maintenance.
    Keywords: Calculated; Center for Marine Environmental Sciences; Comment; Deceleration; Distance; Event label; Layer thickness; MARUM; NIM; NIMROD; Number; Penetration depth; Penetration velocity; Quasi-static bearing capacity; Sediment type; Site; Size fraction; Tairua_T1_M; Tairua_T1_S; Tairua_T10_M; Tairua_T10_S; Tairua_T11_M; Tairua_T11_N; Tairua_T12_M; Tairua_T12_N; Tairua_T13_M; Tairua_T13_N; Tairua_T14_M; Tairua_T14_N; Tairua_T15_M; Tairua_T15_N; Tairua_T16_M; Tairua_T16_N; Tairua_T17_M; Tairua_T17_N; Tairua_T18_M; Tairua_T18_N; Tairua_T19_M; Tairua_T19_N; Tairua_T2_M; Tairua_T2_S; Tairua_T20_M; Tairua_T20_N; Tairua_T3_M; Tairua_T3_S; Tairua_T4_M; Tairua_T4_S; Tairua_T5_M; Tairua_T5_S; Tairua_T6_M; Tairua_T6_S; Tairua_T7_M; Tairua_T7_S; Tairua_T8_M; Tairua_T8_S; Tairua_T9_M; Tairua_T9_S; Tairua Beach
    Type: Dataset
    Format: text/tab-separated-values, 412 data points
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 8
    facet.materialart.
    Unknown
    PANGAEA
    In:  Supplement to: Ikari, Matt J; Strasser, Michael; Saffer, Demian M; Kopf, Achim J (2011): Submarine landslide potential near the megasplay fault at the Nankai subduction zone. Earth and Planetary Science Letters, 312(3-4), 453-462, https://doi.org/10.1016/j.epsl.2011.10.024
    Publication Date: 2024-02-10
    Description: We investigate the mechanics of slope failures on the Nankai accretionary complex offshore Japan in the vicinity of a major out-of-sequence thrust fault (termed the "megasplay"). Incorporating laboratory-measured shear strength of slope sediments sampled during Integrated Ocean Drilling Project (IODP) Expeditions 315 and 316 with local seafloor slope angles from bathymetric data and constraints on in-situ effective stress conditions from drilling, we find that slopes in the study area are stable and submarine landslides are not expected to occur under static conditions. In order to assess the possibility of slope failure triggered by coseismic rupture of the megasplay fault, we use empirical relations for strong ground motion attenuation from earthquakes with Mw 6-9. We find that the slope sediments should be stable based on computations from one model, developed from a catalog of worldwide subduction zone earthquakes (Youngs et al., 1997, doi:10.1785/gssrl.68.1.58). However, using a different model developed primarily from a catalog of crustal earthquakes in Japan (Kanno et al., 2006, doi:10.1785/0120050138), we find that slopes should be unstable for earthquakes 8 〈= Mw 〈= 9, and possibly unstable for events with 6 〈= Mw 〈 8, depending on the proximity of rupture to the seafloor. Considering limitations of the models and geologic observations of slope failure recurrence, the true slope stability is likely to be in between the predictions of the two models, and we suggest that it may be modulated by long-term pore pressure fluctuations.
    Keywords: 315-C0001E; 316-C0004C; 316-C0008A; Angle; Chikyu; Coefficient of determination; DEPTH, sediment/rock; DRILL; Drilling/drill rig; DSDP/ODP/IODP sample designation; Event label; Exp315; Exp316; Integrated Ocean Drilling Program / International Ocean Discovery Program; IODP; NanTroSEIZE Stage 1: Megasplay Riser Pilot; NanTroSEIZE Stage 1: Shallow Megaslay and Frontal Thrusts; Parameter; Sample code/label; Shear stress; Size fraction 〈 0.002 mm, clay; Vertical effective stress; Vertical stress
    Type: Dataset
    Format: text/tab-separated-values, 150 data points
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
Close ⊗
This website uses cookies and the analysis tool Matomo. More information can be found here...