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  • Data  (202)
  • 2015-2019  (121)
  • 2010-2014  (81)
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  • 1
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    PANGAEA
    In:  Supplement to: Pape, Thomas; Geprägs, Patrizia; Hammerschmidt, Sebastian; Wintersteller, Paul; Wei, Jiangong; Fleischmann, Timo; Bohrmann, Gerhard; Kopf, Achim J (2014): Hydrocarbon seepage and its sources at mud volcanoes of the Kumano forearc basin, Nankai Trough subduction zone. Geochemistry, Geophysics, Geosystems, 15(6), 2180-2194, https://doi.org/10.1002/2013GC005057
    Publication Date: 2023-03-03
    Description: Twelve submarine mud volcanoes (MV) in the Kumano forearc basin within the Nankai Trough subduction zone were investigated for hydrocarbon origins and fluid dynamics. Gas hydrates diagnostic for methane concentrations exceeding solubilities were recovered from MVs 2, 4, 5, and 10. Molecular ratios (C1/C2〈250) and stable carbon isotopic compositions (d13C-CH4 〉-40 per mil V-PDB) indicate that hydrate-bound hydrocarbons (HCs) at MVs 2, 4, and 10 are derived from thermal cracking of organic matter. Considering thermal gradients at the nearby IODP Sites C0009 and C0002, the likely formation depth of such HCs ranges between 2300 and 4300 m below seafloor (mbsf). With respect to basin sediment thickness and the minimum distance to the top of the plate boundary thrust we propose that the majority of HCs fueling the MVs is derived from sediments of the Cretaceous to Tertiary Shimanto belt below Pliocene/Pleistocene to recent basin sediments. Considering their sizes and appearances hydrates are suggested to be relicts of higher MV activity in the past, although the sporadic presence of vesicomyid clams at MV 2 showed that fluid migration is sufficient to nourish chemosynthesis-based organisms in places. Distributions of dissolved methane at MVs 3, 4, 5, and 8 pointed at fluid supply through one or few MV conduits and effective methane oxidation in the immediate subsurface. The aged nature of the hydrates suggests that the major portion of methane immediately below the top of the methane-containing sediment interval is fueled by current hydrate dissolution rather than active migration from greater depth.
    Keywords: Center for Marine Environmental Sciences; MARUM
    Type: Dataset
    Format: application/zip, 31 datasets
    Location Call Number Limitation Availability
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  • 2
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    PANGAEA
    In:  Supplement to: Ai, Fei; Förster, Annika; Stegmann, Sylvia; Kopf, Achim J (2014): Geotechnical Characteristics and Slope Stability Analysis on the Deeper Slope of the Ligurian Margin, Southern France. In: Kyoji Sassa, Paolo Canuti, Yueping Yin (eds.), Landslide Science for a Safer Geoenvironment, Volume 3: Targeted Landslides. Springer International Publishing AG, Switzerland, 549-555, https://doi.org/10.1007/978-3-319-04996-0_84
    Publication Date: 2023-03-03
    Description: Submarine slope failures of various types and sizes are common along the tectonic and seismically active Ligurian margin, northwestern Mediterranean Sea, primarily because of seismicity up to ~M6, rapid sediment deposition in the Var fluvial system, and steepness of the continental slope (average 11°). We present geophysical, sedimentological and geotechnical results of two distinct slides in water depth 〉1,500 m: one located on the flank of the Upper Var Valley called Western Slide (WS), another located at the base of continental slope called Eastern Slide (ES). WS is a superficial slide characterized by a slope angle of ~4.6° and shallow scar (~30 m) whereas ES is a deep-seated slide with a lower slope angle (~3°) and deep scar (~100 m). Both areas mainly comprise clayey silt with intermediate plasticity, low water content (30-75 %) and underconsolidation to strong overconsolidation. Upslope undeformed sediments have low undrained shear strength (0-20 kPa) increasing gradually with depth, whereas an abrupt increase in strength up to 200 kPa occurs at a depth of ~3.6 m in the headwall of WS and ~1.0 m in the headwall of ES. These boundaries are interpreted as earlier failure planes that have been covered by hemipelagite or talus from upslope after landslide emplacement. Infinite slope stability analyses indicate both sites are stable under static conditions; however, slope failure may occur in undrained earthquake condition. Peak earthquake acceleration from 0.09 g on WS and 0.12 g on ES, i.e. M5-5.3 earthquakes on the spot, would be required to induce slope instability. Different failure styles include rapid sedimentation on steep canyon flanks with undercutting causing superficial slides in the west and an earthquake on the adjacent Marcel fault to trigger a deep-seated slide in the east.
    Keywords: Center for Marine Environmental Sciences; MARUM
    Type: Dataset
    Format: application/zip, 20 datasets
    Location Call Number Limitation Availability
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  • 3
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    PANGAEA
    In:  Supplement to: Stegmann, Sylvia; Kopf, Achim J (2014): How stable is the Nice slope? An analysis based on strength and cohesion from ring shear experiments. In: Krastel S et al. (eds.) Submarine Mass Movements and Their Consequences. Springer, Heidelberg, 189-200, https://doi.org/10.1007/978-3-319-00972-8_17
    Publication Date: 2023-03-03
    Description: The upper shelf of the landslide-prone Ligurian Margin (Western Mediterranean Sea) off Nice well-known for the 1979 Airport Landslide is a natural laboratory to study preconditioning factors and trigger mechanisms for submarine landslides. For this study low-stress ring shear experiments have been carried out on a variety of sediments from 〉50 gravity cores to characterise the velocity-dependent frictional behaviour. Mean values of the peak coefficient of friction vary from 0.46 for clay-dominated samples (53 % clay, 46 % silt, 1 %) sand up to 0.76 for coarse-grained sediments (26 % clay, 57 % silt, 17 % sand). The majority of the sediments tested show velocity strengthening regardless of the grain size distribution. For clayey sediments the peak and residual cohesive strength increases with increasing normal stress, with values from 1.3 to 10.6 kPa and up to 25 % of all strength supported by cohesive forces in the shallowmost samples. A pseudo-static slope stability analysis reveals that the different lithologies (even clay-rich material with clay content 〉=50 %) tested are stable up to slope angles 〈26° under quasi-drained conditions.
    Keywords: Center for Marine Environmental Sciences; MARUM
    Type: Dataset
    Format: application/zip, 2 datasets
    Location Call Number Limitation Availability
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  • 4
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    PANGAEA
    In:  Supplement to: Ikari, Matt J; Hüpers, Andre; Kopf, Achim J (2013): Shear strength of sediments approaching subduction in the Nankai Trough, Japan as constraints on forearc mechanics. Geochemistry, Geophysics, Geosystems, 14(8), 2716-2730, https://doi.org/10.1002/ggge.20156
    Publication Date: 2023-05-12
    Description: The mechanical behavior of the plate boundary fault zone is of paramount importance in subduction zones, because it controls megathrust earthquake nucleation and propagation as well as the structural style of the forearc. In the Nankai area along the NanTroSEIZE (Kumano) drilling transect offshore SW Japan, a heterogeneous sedimentary sequence overlying the oceanic crust enters the subduction zone. In order to predict how variations in lithology, and thus mechanical properties, affect the formation and evolution of the plate boundary fault, we conducted laboratory tests measuring the shear strengths of sediments approaching the trench covering each major lithological sedimentary unit. We observe that shear strength increases nonlinearly with depth, such that the (apparent) coefficient of friction decreases. In combination with a critical taper analysis, the results imply that the plate boundary position is located on the main frontal thrust. Further landward, the plate boundary is expected to step down into progressively lower stratigraphic units, assisted by moderately elevated pore pressures. As seismogenic depths are approached, the décollement may further step down to lower volcaniclastic or pelagic strata but this requires specific overpressure conditions. High-taper angle and elevated strengths in the toe region may be local features restricted to the Kumano transect.
    Keywords: Center for Marine Environmental Sciences; MARUM
    Type: Dataset
    Format: application/zip, 3 datasets
    Location Call Number Limitation Availability
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  • 5
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    PANGAEA
    In:  Supplement to: Oehler, Till; Mogollón, José M; Moosdorf, Nils; Winkler, Andreas; Kopf, Achim J; Pichler, Thomas (2017): Submarine groundwater discharge within a landslide scar at the French Mediterranean coast. Estuarine, Coastal and Shelf Science, 198, 128-137, https://doi.org/10.1016/j.ecss.2017.09.006
    Publication Date: 2023-01-30
    Description: Submarine groundwater discharge (SGD), the flow of fresh and saline groundwater from the seabed into the coastal ocean, has been intensively investigated in the recent years. This research has usually been restricted to shallow water and intertidal areas, whereas knowledge about groundwater seepage in deeper water is mainly limited to point sources from karstic aquifers. In this study we observed submarine groundwater seepage and a subterranean estuary in sediments at water depths of 20-44 m located within the Ligurian Margin, western Mediterranean Sea. Here, a catastrophic submarine landslide occurred near the Nice airport (French Ligurian coast) in the fall of 1979 after a period of heavy rainfall. During two research cruises, gravity cores were recovered in and around the area of the landslide scar. Pore water samples collected from sediment cores indicated sediments containing freshwater within the landslide scar. Pore water profiles of selected ions, such as chloride, ammonium, manganese, sulfate and barium were used to assess transport and reaction processes within the sediment. A 1-dimensional transport model indicates in most cores upward pore water velocities of 2.3-8.8 cm/yr. This study shows that submarine groundwater seepage along the French Mediterranean coastline can occur at water depths reaching 44 m.
    Keywords: Leibniz Centre for Tropical Marine Research; ZMT
    Type: Dataset
    Format: application/zip, 3 datasets
    Location Call Number Limitation Availability
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  • 6
    Publication Date: 2023-03-03
    Keywords: Area/locality; Center for Marine Environmental Sciences; Comment; Depth, relative; Estimated; MARUM; Number
    Type: Dataset
    Format: text/tab-separated-values, 31 data points
    Location Call Number Limitation Availability
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  • 7
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    PANGAEA
    In:  Supplement to: Stark, Nina; Kopf, Achim J (2013): In-situ geotechnical investigation of sediment remobilitzation processes utilizing geotechnical measurement techniques to detect, quantify and describe sediment erosion and deposition. Sea Technology, 54
    Publication Date: 2023-03-03
    Description: Dynamic penetrometer data obtained with the Nimrod penetrometer (MARUM). Data is presented as (i) penetration depth (including for different layers if present), (ii) measured deceleration and (iv) estimated quasi-static bearing capacity including range of uncertainty due to the processing method. Lat/Long coordinates are given.
    Keywords: Center for Marine Environmental Sciences; Deceleration; Event label; Latitude of event; Layer number; Longitude of event; MARUM; NIM; NIMROD; Number; Penetration depth; Quasi-static bearing capacity; Raglan_1; Raglan_10; Raglan_11; Raglan_13; Raglan_15; Raglan_16; Raglan_17; Raglan_18; Raglan_19; Raglan_2; Raglan_20; Raglan_21; Raglan_3; Raglan_4; Raglan_5; Raglan_6; Raglan_7; Raglan_8; Raglan_9; Raglan, New Zealand; Uncertainty
    Type: Dataset
    Format: text/tab-separated-values, 178 data points
    Location Call Number Limitation Availability
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  • 8
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    PANGAEA
    In:  Supplement to: Stark, Nina; Hanff, Hendrik; Svenson, C; Ernstsen, Verner Brandbyge; Lefebvre, Alice; Winter, Christian; Kopf, Achim J (2011): Coupled penetrometer, MBES and ADCP assessments of tidal variations in surface sediment layer characteristics along active subaqueous dunes, Danish Wadden Sea. Geo-Marine Letters, 31(4), 249-258, https://doi.org/10.1007/s00367-011-0230-6
    Publication Date: 2023-04-20
    Description: In-situ geotechnical measurements of surface sediments were carried out along large subaqueous dunes in the Knudedyb tidal inlet channel in the Danish Wadden Sea using a small free-falling penetrometer. Vertical profiles showed a typical stratification pattern with a resolution of ~1 cm depicting a thin surface layer of low sediment strength and a stiffer substratum below (quasi-static bearing capacity equivalent: 1–3 kPa in the top layer, 20–140 kPa in the underlying sediment; thickness of the top layer ca. 5–8 cm). Observed variations in the thickness and strength of the surface layer during a tidal cycle were compared to mean current velocities (measured using an acoustic Doppler current profiler, ADCP), high-resolution bathymetry (based on multibeam echo sounding, MBES) and qualitative estimates of suspended sediment distributions in the water column (estimated from ADCP backscatter intensity). The results revealed an ebb dominance in sediment remobilization, and a general accretion of the bed towards low water. A loose top layer occurred throughout the tidal cycle, likely influenced by bedload transport and small events of suspended sediment resettlement (thickness: 6 +-2 cm). Furthermore, this layer showed a significant increase in thickness (e.g. from 8 cm to 16 cm) related to periods of overall deposition. These findings imply that dynamic penetrometers can conveniently serve to (1) quantify potentially mobile sediments by determining the thickness of a loose sediment surface layer, (2) unravel sediment strength development in potentially mobile sediments and (3) identify sediment accumulation. Such data are an important complement and add a new geotechnical perspective during investigations of sediment remobilization processes in highly dynamic coastal environments.
    Keywords: Center for Marine Environmental Sciences; Deceleration; Event label; Free fall penetrometer, NIMROD; Knudedyb, Denmark; MARUM; N1; N10; N11; N12; N13; N14; N15; N16; N17; N18; N19; N2; N20; N21; N22; N23; N24; N25; N26; N27; N28; N29; N3; N30; N31; N32; N33; N34; N35; N36; N37; N38; N39; N4; N40; N41; N42; N43; N44; N45; N46; N47; N48; N49; N5; N50; N51; N52; N53; N54; N55; N56; N57; N58; N59; N6; N60; N61; N62; N63; N64; N65; N66; N67; N68; N69; N7; N70; N71; N72; N73; N74; N75; N76; N77; N78; N79; N8; N80; N81; N82; N83; N88; N89; N9; N90; N91; N92; N94; N95; N96; N97; NIM; NIMROD; Penetration depth; Penetration velocity; Senckenberg; Senckenberg_11_2008; Senckenberg_11_2008_N1; Senckenberg_11_2008_N10; Senckenberg_11_2008_N11; Senckenberg_11_2008_N12; Senckenberg_11_2008_N13; Senckenberg_11_2008_N14; Senckenberg_11_2008_N15; Senckenberg_11_2008_N16; Senckenberg_11_2008_N17; Senckenberg_11_2008_N18; Senckenberg_11_2008_N19; Senckenberg_11_2008_N2; Senckenberg_11_2008_N20; Senckenberg_11_2008_N21; Senckenberg_11_2008_N22; Senckenberg_11_2008_N23; Senckenberg_11_2008_N24; Senckenberg_11_2008_N25; Senckenberg_11_2008_N26; Senckenberg_11_2008_N27; Senckenberg_11_2008_N28; Senckenberg_11_2008_N29; Senckenberg_11_2008_N3; Senckenberg_11_2008_N30; Senckenberg_11_2008_N31; Senckenberg_11_2008_N32; Senckenberg_11_2008_N33; Senckenberg_11_2008_N34; Senckenberg_11_2008_N35; Senckenberg_11_2008_N36; Senckenberg_11_2008_N37; Senckenberg_11_2008_N38; Senckenberg_11_2008_N39; Senckenberg_11_2008_N4; Senckenberg_11_2008_N40; Senckenberg_11_2008_N41; Senckenberg_11_2008_N42; Senckenberg_11_2008_N43; Senckenberg_11_2008_N44; Senckenberg_11_2008_N45; Senckenberg_11_2008_N46; Senckenberg_11_2008_N47; Senckenberg_11_2008_N48; Senckenberg_11_2008_N49; Senckenberg_11_2008_N5; Senckenberg_11_2008_N50; Senckenberg_11_2008_N51; Senckenberg_11_2008_N52; Senckenberg_11_2008_N53; Senckenberg_11_2008_N54; Senckenberg_11_2008_N55; Senckenberg_11_2008_N56; Senckenberg_11_2008_N57; Senckenberg_11_2008_N58; Senckenberg_11_2008_N59; Senckenberg_11_2008_N6; Senckenberg_11_2008_N60; Senckenberg_11_2008_N61; Senckenberg_11_2008_N62; Senckenberg_11_2008_N63; Senckenberg_11_2008_N64; Senckenberg_11_2008_N65; Senckenberg_11_2008_N66; Senckenberg_11_2008_N67; Senckenberg_11_2008_N68; Senckenberg_11_2008_N69; Senckenberg_11_2008_N7; Senckenberg_11_2008_N70; Senckenberg_11_2008_N71; Senckenberg_11_2008_N72; Senckenberg_11_2008_N73; Senckenberg_11_2008_N74; Senckenberg_11_2008_N75; Senckenberg_11_2008_N76; Senckenberg_11_2008_N77; Senckenberg_11_2008_N78; Senckenberg_11_2008_N79; Senckenberg_11_2008_N8; Senckenberg_11_2008_N80; Senckenberg_11_2008_N81; Senckenberg_11_2008_N82; Senckenberg_11_2008_N83; Senckenberg_11_2008_N88; Senckenberg_11_2008_N89; Senckenberg_11_2008_N9; Senckenberg_11_2008_N90; Senckenberg_11_2008_N91; Senckenberg_11_2008_N92; Senckenberg_11_2008_N94; Senckenberg_11_2008_N95; Senckenberg_11_2008_N96; Senckenberg_11_2008_N97
    Type: Dataset
    Format: text/tab-separated-values, 13134 data points
    Location Call Number Limitation Availability
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  • 9
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    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
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  • 10
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    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
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