1993
DOI: 10.1190/1.1443408
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Modulus decomposition of compressional and shear velocities in sand bodies

Abstract: The advent of borehole shear slowness measurements in sonically slow formations has lead to breakthroughs in the subsurface profiling of geological bodies. In sand bodies, compressional and shear velocities depend predictably on porosity, mineralogy, grain contacts, and fluid saturation. An interpretation is best performed by decomposing the velocities into moduli that are intrinsic measures of the rock frame and pore fluid compressibilities. Careful experiments on pure materials (i.e., pure quartz sandstones)… Show more

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Cited by 153 publications
(80 citation statements)
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References 34 publications
(40 reference statements)
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“…However, we have chosen to retain the use of the term β 2 M for the difference between the dry and saturated cases to emphasize its independence from the first term. (Note that Murphy et al (1993) call this term K P , or pore space modulus). Using β 2 M, we can rewrite the equation for P-wave velocity (equation 1) in the saturated case as…”
Section: Biot-gassmann Theory Of Velocity In Porous Rocksmentioning
confidence: 99%
See 1 more Smart Citation
“…However, we have chosen to retain the use of the term β 2 M for the difference between the dry and saturated cases to emphasize its independence from the first term. (Note that Murphy et al (1993) call this term K P , or pore space modulus). Using β 2 M, we can rewrite the equation for P-wave velocity (equation 1) in the saturated case as…”
Section: Biot-gassmann Theory Of Velocity In Porous Rocksmentioning
confidence: 99%
“…Goodway et al (1997) proposed the lambda-mu-rho technique, which has met with much success. Hedlin (2000) proposed the pore-modulus method, which was based on work by Murphy et al (1993). Most recently, Hilterman (2001 SEG Distinguished Instructor Short Course) introduced the concept of the fluid discriminant.…”
Section: Introductionmentioning
confidence: 99%
“…1 rigidity and arrangement (geometry, compaction, and aspect ratio) of the mineral grains. Murphy et al (1993) define empirical relationships between porosity in sandstones and the ratio of rigidity and shear moduli. In addition to these rock frame properties, the compressibility of fluids inside pores needs to be considered.…”
Section: Introductionmentioning
confidence: 99%
“…For example / can be computed from sonic or density logs. Similarly several numerical relations are available to estimate the drain rock modulus (Zhu and McMechan 1990;Murphy et al 1993;Zinszner and Pellerin 2007). In the present FSM we have used the Murphy et al (1993)'s relation:…”
Section: Formulation Of Fluid Substitution Modeling (Fsm)mentioning
confidence: 99%