2013
DOI: 10.1093/gji/ggt442
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Squirt flow influence on sonic log parameters

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Cited by 13 publications
(4 citation statements)
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“…The V p /V s response is sensitive to changes in saturation (Brantut & David, 2018; Hamada, 2004), since fluid‐filled pores increase the bulk modulus and density of a porous material but not the shear modulus. This effect can be frequency‐dependent (Biot, 1956a, 1956b), resulting in squirt flow (Markova et al., 2014). The V p increase can be dramatic in unconsolidated sands, where V p can rise rapidly from 100s of m/s to ∼1,500 m/s as full saturation is approached (Bachrach & Nur, 1998; Gregory, 1976; Liu & Zhao, 2015; Nur & Simmons, 1969).…”
Section: Discussionmentioning
confidence: 99%
“…The V p /V s response is sensitive to changes in saturation (Brantut & David, 2018; Hamada, 2004), since fluid‐filled pores increase the bulk modulus and density of a porous material but not the shear modulus. This effect can be frequency‐dependent (Biot, 1956a, 1956b), resulting in squirt flow (Markova et al., 2014). The V p increase can be dramatic in unconsolidated sands, where V p can rise rapidly from 100s of m/s to ∼1,500 m/s as full saturation is approached (Bachrach & Nur, 1998; Gregory, 1976; Liu & Zhao, 2015; Nur & Simmons, 1969).…”
Section: Discussionmentioning
confidence: 99%
“…声波在井孔中的传播是声学测井的物理基础, 能否获取准确的地层信息, 关键在于理 论分析得到孔隙介质井孔声场与实际情况是否相符. 以往基于 Biot 理论的井孔声场理论未 考虑孔隙流体粘性应力及地层非均质性的影响, 存在一定的误差 [35][36] . 本节根据 VEB 理论, 推导了含粘性流体的孔隙介质地层中单极子源井孔声场的解析解, 并研究了非均匀孔隙介 质中井孔模式波及全波波形的特征.…”
Section: 非均匀孔隙地层井孔声场unclassified
“…where P 0 is the acoustic pressure amplitude of the source; S(ω) is the frequency spectrum of the source; J 0 (k f r r ) is the Bessel function of order 0; H (1) 0 (k f r r ) is the Hankel function of the first kind and order 0; k f r and k z are the components of the wave vector in the radial and tangential directions, respectively; r 0 is the borehole radius; the coefficient X is determined in the process of the solution of the problem of dynamical theory of poroelasticity. The solution details are presented in Markova et al (2014).…”
Section: Figurementioning
confidence: 99%
“…In the case of axisymmetric oscillations a zero-order guided wave is named as the Stoneley wave (Paillet and Cheng 1991;Tang and Cheng 2004). * E-mails: mmarkov@imp.mx, mikmarkov@gmail.com In a typical high-velocity formation (v s > v f , where v s and v f are the velocities of the shear wave in the rock and of the compressional wave in the borehole fluid, respectively), the wave field generated by a monopole source of acoustic oscillations is formed by the waves of four types: body wavescompressional wave (P) and shear wave (S) and guided waves -the Stoneley wave and pseudo-Rayleigh waves (Cheng and Toksöz 1981;Krutin, Markov and Yumatov 1988;Sharma and Gogna 1990;Markova et al 2014). In a low-velocity formation (v s < v f ), instead of the pseudo-Rayleigh waves guided waves of another type (leaky waves), are generated (Paillet and Cheng 1991;Tang and Cheng 2004).…”
Section: Introductionmentioning
confidence: 99%