2014
DOI: 10.1002/2014gc005442
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The ability of rock physics models to infer marine in situ pore pressure

Abstract: Pore fluid pressure is an important parameter defining the mechanical strength of marine sediments. Obtaining high spatial resolution in situ pore pressure measurements in marine sediments, however, is a challenge, and as a result, only a handful of in situ pore pressure measurements exist at scientific drill sites. Integrating rock physics models with standard IODP/ODP measurements provides a potentially widely applicable approach for calculating in situ pore pressure. Here we use a rock physics approach to e… Show more

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Cited by 6 publications
(12 citation statements)
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References 61 publications
(117 reference statements)
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“…These porosity changes, however, are accounted for in the rock physics model. The fact that V s model results accurately replicate observations implies that V s values are perhaps a more accurate tool for assessing velocity and pore pressure, as suggested in previous studies [Hornbach and Manga, 2014].…”
Section: Analysis Of Site U1395 Model Resultssupporting
confidence: 71%
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“…These porosity changes, however, are accounted for in the rock physics model. The fact that V s model results accurately replicate observations implies that V s values are perhaps a more accurate tool for assessing velocity and pore pressure, as suggested in previous studies [Hornbach and Manga, 2014].…”
Section: Analysis Of Site U1395 Model Resultssupporting
confidence: 71%
“…We apply this approach because it provides meter‐scale depth resolution of pore pressure that more accurately accounts for sediment lithology compared to typical empirical velocity‐porosity‐pressure pressure estimates. This approach is capable of detecting a pore fluid pressure ratio ( λ * ) in excess of ~0.6 and provides a first‐order method for detecting elevated fluid pressures at International Ocean Discovery Program (IODP) sites [ Hornbach and Manga , ]. Here we define the pore fluid pressure ratio ( λ * ) as the fluid overpressure divided by hydrostatic effective stress λ*=P*σ1Ph where P * is the fluid pressure above hydrostatic, σ 1 is the maximum principle stress (assumed vertical), and P h is the hydrostatic stress.…”
Section: Introductionmentioning
confidence: 99%
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“…Also, Hornbach et al [] combined downhole logging data with a rock physics model [ Hornbach and Manga , ] and lithological data to assess pore pressures at Site U1399. They concluded that unusually high excess pore pressures occur at the present day in multiple sand‐rich zones with SLD at this location.…”
Section: Discussionmentioning
confidence: 78%