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cohesive zone size

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The distribution of the cohesive zone size L along the main fault of the Wenchuan earthquake.
Published: 01 June 2012
Figure 8. The distribution of the cohesive zone size L along the main fault of the Wenchuan earthquake.
Image
Cohesive zone size (top) and rupture velocity (bottom) along the in-plane (x) and anti-plane (y) directions, for dfm0.05, dfm0.1, sg0.05, sg0.1, tf0.05, and tf0.1 solutions.
Published: 01 October 2006
Figure 7. Cohesive zone size (top) and rupture velocity (bottom) along the in-plane ( x ) and anti-plane (y) directions, for dfm 0.05, dfm 0.1, sg 0.05, sg 0.1, tf 0.05, and tf 0.1 solutions.
Journal Article
Published: 01 August 1983
Bulletin of the Seismological Society of America (1983) 73 (4): 953–978.
...); and Parkfield (1966). Source parameters such as barrier intervals, local stress drops, cohesive zone size, and cohesive stress are inferred. The analysis of the San Fernando earthquake of 1971 revealed a strong frequency dependence of Q β , suggesting that the high frequencies may not be as strongly attenuated...
Journal Article
Published: 01 June 2012
Bulletin of the Seismological Society of America (2012) 102 (3): 991–998.
...Figure 8. The distribution of the cohesive zone size L along the main fault of the Wenchuan earthquake. ...
FIGURES
First thumbnail for: Variations in f max along the Ruptured Fault durin...
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Journal Article
Published: 01 June 1983
Bulletin of the Seismological Society of America (1983) 73 (3): 693–722.
... which presumably originates from fault nonelasticity and is considered to be inversely proportional to the cohesive zone size. From these spectra and an estimate of the duration of faulting, measures of strong motion intensity such as rms and maximum acceleration can be inferred. Results...
Journal Article
Published: 01 August 1991
Bulletin of the Seismological Society of America (1991) 81 (4): 1115–1128.
.... (1986) and Okubo and Dieterich (1984) reported that the critical displacement De, which is one of the parameters in the slip-weakening model and relates to the size of the cohesive zone, depends on 1115 1116 H. FUJIWARA AND K. IRIKURA the geometrical shape and the roughness of the fault plane...
Image
Conceptual model of zone 3 (Figure 3). (a) Uninterpreted bathymetry where black tones represent the steepest slopes and white tones correspond to flat areas. (b) Three-dimensional conceptual model that presents the interpretation of the main characteristics of seafloor morphology of zone 3. Note that areas affected by rotational and complex submarine landslides stand out for their sizes. Those cohesive submarine landslides erode anticline structures of the SSFB. Debris flows originating from the continental shelf break are then deposited as MTCs filling adjacent intraslope subbasins.
Published: 01 May 2023
of zone 3. Note that areas affected by rotational and complex submarine landslides stand out for their sizes. Those cohesive submarine landslides erode anticline structures of the SSFB. Debris flows originating from the continental shelf break are then deposited as MTCs filling adjacent intraslope
Journal Article
Published: 01 March 2003
Bulletin de la Société Géologique de France (2003) 174 (2): 125–140.
...], caldera collapse [Marty et al. , 1997], or volcanic spreading [Borgia et al. , 1992 ; van Wyk de Vries and Francis, 1997]. Invariably, other factors have been proposed as favorable to volcanic destabilization, such as the probable occurrence of deep low-cohesion layers due to the existence of pyroclastic...
Journal Article
Published: 01 December 2018
Jour. Geol. Soc. India (2018) 92 (6): 704–712.
... zone, normal sediment (soil) zone and active sediment (soil) zone. The foot-hill debris zone is found more prone to mass-wasting due to influence of gravity and their low binding habits. The active sediment (soil) zone exhibits lower shear strengths and cohesions in comparison to normal sediments due...
FIGURES
First thumbnail for: Geotechnical Facets of Active Sediments and its Be...
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Image
Figure 28. Critical velocity triggering erosion versus mean grain size, taken from Briaud (2008). The yellow shaded zone represents data for coarse gravel, rip-rap, and jointed rock. Sediment carrying capacity of non-cohesive materials like sand and gravel is a power function of velocity. Data points are from measurements at Texas A&M and Army Corps of Engineers Waterways Experiment Station, described in Briaud (2008).
Published: 01 August 2010
Figure 28. Critical velocity triggering erosion versus mean grain size, taken from Briaud (2008) . The yellow shaded zone represents data for coarse gravel, rip-rap, and jointed rock. Sediment carrying capacity of non-cohesive materials like sand and gravel is a power function of velocity. Data
Journal Article
Published: 01 January 1999
Journal of Sedimentary Research (1999) 69 (1): 122–134.
..., and are less than or equal to 10 cm thick. SBs are characterized by a bedding-parallel arrangement of sand- to granule-size diatomaceous and detrital aggregates that are uniformly distributed in a fine-grained matrix of macerated biosilica and detrital mud. The unique physical properties of diatomaceous...
Journal Article
Published: 02 January 1995
Journal of Sedimentary Research (1995) 65 (1a): 13–28.
...Christopher M. Prince; Robert Ehrlich; Yannick Anguy Abstract Sandstone microstructure at scales of 5-5000 mu m is a domainal structure consisting of juxtaposed clusters of efficiently packed grains bounded by packing flaws. The flaws represent zones of loose packing arising from grain-to-grain...
Journal Article
Journal: Geophysics
Published: 23 August 2007
Geophysics (2007) 72 (5): SM123–SM137.
... solution, provided that the cohesive zone behind the rupture front is well resolved (i.e., four or more elements inside this zone). Solutions are free of relevant numerical artifacts for grid sizes smaller than approximately 70 m . Results yielded by the FDFE approach are in good quantitative agreement...
FIGURES
First thumbnail for: 3D finite-difference dynamic-rupture modeling alon...
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Journal Article
Journal: PALAIOS
Published: 18 April 2024
PALAIOS (2024) 39 (4): 113–126.
... to in Figure 9A and 9B leads to the stabilization of the thin zone of anaerobic methane oxidation (ZAMO) and development of incipient concretions. Variations in the size and shape of concretions are determined by variations in the thickness of the ZAMO and spatial variations in the flux of methane diffusing...
FIGURES
First thumbnail for: TENTACULITIDS IN SUBVERTICAL (LIFE) POSITION IN TH...
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Journal Article
Journal: Geology
Published: 20 July 2021
Geology (2021) 49 (11): 1348–1352.
...-filling mineral precipitation can reduce porosity and permeability and increase strength, Young's modulus, and cohesion. A significant reduction in permeability, by as much as four orders of magnitude, will inhibit fluid circulation and create zones of high pore fluid pressure. We explored...
FIGURES
First thumbnail for: Hydrothermal alteration can result in pore pressur...
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Series: Geological Society, London, Special Publications
Published: 30 September 2019
DOI: 10.1144/SP477.31
EISBN: 9781786203861
... the North American Plate. Whereas the upper continental slope adjacent to and east (upslope) of the fault zone offshore of the Haida Gwaii is heavily gullied, few large-sized submarine landslides in this area are observed in the MBES images. However, smaller submarine seafloor slides exist locally in areas...
Journal Article
Published: 01 January 2002
Bulletin de la Société Géologique de France (2002) 173 (1): 17–24.
...Alexandra Martinez; Jacques Malavieille; Serge Lallemand; Jean-Yves Collot Abstract In subduction zones undergoing oblique convergence, strain partitioning is often expressed by an important deformation inducing strike-slip faulting. In accretionary wedges, parameters such as obliquity...
Series: SEPM Special Publication
Published: 01 January 1991
DOI: 10.2110/pec.91.45.0189
EISBN: 9781565761704
... and normal-size grading of dense clasts. Rip-up clasts were acquired by injection of grit into the substrate. There is very little evidence for turbulence in the flows and no evidence of flow transformation. Deposition was by frictional freezing in the traction carpet, cohesive freezing in the bulk...
Journal Article
Published: 01 March 1980
Bulletin of Canadian Petroleum Geology (1980) 28 (1): 59–79.
... or ephemeral f ow), bank cohesiveness (partly related to vegetation cover) or grain size (chemical versus mechanical weathenng)? D. Are there any clues as to differences in climate between different parts of the basin (e.g., adiabatic rainfall versus rain shadow) or between the basin and source area (e.g...
Journal Article
Published: 01 December 2005
Bulletin of the Seismological Society of America (2005) 95 (6): 2232–2258.
... referred to as s & f ) supports the hypothesis that strength heterogeneities are responsible for differences in stress drop among similarly sized ruptures. We do so by testing the s & ;f model against an updated compilation of source parameters and interpreted cohesive end-zone ( cez ) sizes...
FIGURES
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