SEG Technical Program Expanded Abstracts 2009 2009
DOI: 10.1190/1.3255250
|View full text |Cite
|
Sign up to set email alerts
|

Accuracy of Krief, Nur and Pride models in the study of rock physics

Abstract: In the study of rock physics, Biot-Gassmann theory is one of the most classic and practical instruments which is used to calculate the effect of fluid saturation on seismic properties and to predict the relation between the elastic velocities and the physical properties of rocks. But Biot-Gassmann theory does not illuminate the relation between the moduli of the dry frame and that of the matrix, there are several models which illustrate the relation. We have applied Krief, Nur and Pride models to Biot-Gassmann… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

0
3
0

Year Published

2012
2012
2019
2019

Publication Types

Select...
3
2

Relationship

1
4

Authors

Journals

citations
Cited by 5 publications
(3 citation statements)
references
References 18 publications
0
3
0
Order By: Relevance
“…This method has high accuracy, but is generally difficult to obtain the values expected. (2) Make prediction by the empirical relationship [2−3] or effective medium theory [8−10,12−13] , their prediction accuracy depends on the model assumptions [12,21] .…”
Section: Analytical Formulae Of Elastic Moduli Of Dry Rockmentioning
confidence: 99%
See 1 more Smart Citation
“…This method has high accuracy, but is generally difficult to obtain the values expected. (2) Make prediction by the empirical relationship [2−3] or effective medium theory [8−10,12−13] , their prediction accuracy depends on the model assumptions [12,21] .…”
Section: Analytical Formulae Of Elastic Moduli Of Dry Rockmentioning
confidence: 99%
“…According to Eqs. (5)- (8), the critical porosity model implicitly assumes a constant modulus ratio of dry rock, irrespective of porosity, i.e., the ratio of P-wave to S-wave velocity V p /V s of dry rock is equal to the velocity ratio of matrix, but this assumption sometimes does not match with laboratory measurements [4][5]21] . Whereas the Pride model implicitly assumes that the modulus ratio of dry rock increases monotonically with the porosity because the consolidation coefficient is always positive.…”
Section: Analytical Formulae Of Elastic Moduli Of Dry Rockmentioning
confidence: 99%
“…Lee (2006) generalized and modified Pride's formula for shear modulus. Zhang, Li, Liu and Cui (2009) applied Krief, Nur and Pride models to Gassmann equations (Gassmann 1951) and checked their accuracy and applicability.…”
Section: Introductionmentioning
confidence: 99%