2019
DOI: 10.1016/j.marpetgeo.2018.10.046
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Numerical simulations of sand migration during gas production in hydrate-bearing sands interbedded with thin mud layers at site NGHP-02-16

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Cited by 59 publications
(28 citation statements)
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“…The numerical results for ω p agree well with the expression derived from the continuum equations. As can be seen, for a Poisson's ratio smaller than 0.3, the values of ω p and ω q are rather similar and revolve around two (the value taken by Uchida et al [58], based on [57], in their recent simulations). Considering that the effective stress formulation is associated with a Poisson's ratio smaller than 0.3 (as larger values are usually kept for total stress analysis, with 0.5 being the value of undrained conditions), the similarity between ω p and ω q implied that the suggestion of Uchida et al [44] for a single parameter (ω 1 in [44]) is sufficient.…”
Section: Elasticity-based Stress Relaxationmentioning
confidence: 68%
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“…The numerical results for ω p agree well with the expression derived from the continuum equations. As can be seen, for a Poisson's ratio smaller than 0.3, the values of ω p and ω q are rather similar and revolve around two (the value taken by Uchida et al [58], based on [57], in their recent simulations). Considering that the effective stress formulation is associated with a Poisson's ratio smaller than 0.3 (as larger values are usually kept for total stress analysis, with 0.5 being the value of undrained conditions), the similarity between ω p and ω q implied that the suggestion of Uchida et al [44] for a single parameter (ω 1 in [44]) is sufficient.…”
Section: Elasticity-based Stress Relaxationmentioning
confidence: 68%
“…The specific value of ω 1 was never evaluated by Uchida et al [44], but instead, a value of 1.0 was arbitrarily selected for the sake of sensitive analysis, acknowledging the need for further fundamental research on the topic. In Uchida et al [58], a value of two was used based on the limited results of Cohen et al [57]. Equation (1) infers that all components of the tensor σ are equally affected by grain detachment.…”
Section: Sand Migration Effect On Stressesmentioning
confidence: 99%
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“…Sand migration is found to be affected by non-uniform hydrate dissociation (Uchida et al, 2018). To incorporate non-uniform hydrate dissociation within a simple setting, this study considers a two-dimensional axisymmetric homogeneous gas hydrate-bearing reservoir with a limited production zone.…”
Section: Sand Migration Analyses For Homogeneoues Gas Hydrate-bearingmentioning
confidence: 99%
“…The model was applied to conduct several case studies and one of the key findings was that shearing deformation caused by non-uniform hydrate dissociation contributed to sand migration both in magnitude and duration (e.g. Uchida et al, 2018). In Uchida et al (2016a), the sensitivity of sand migration to each parameter was evaluated but it only considered a very thin layer with uniform hydrate dissociation.…”
Section: Introductionmentioning
confidence: 99%