The Rock Physics Handbook: Contents
By G. Mavko, Tapan Mukerji, J. Dvorkin. 2009
1,751 citations recorded by the source corpus.
Subfields: Geophysics, Mechanical Engineering, Ocean Engineering
View Paper: https://www.semanticscholar.org/paper/a83e31459a6708b6078294ef3c41f8ff930feb10
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Geophysics
In Mechanical Engineering
In Ocean Engineering
- M. Bosch
- Claudio Madonna
- Bjarne S. G. Almqvist
- Dario Grana
- Tapan Mukerji
- Hasan Karakul
- R. Zimmerman
- E. David
Citations in the corpus
- Stabilisation of black cotton soil for subgrade application using fly ash geopolymer (2018, methodology): “(4) The Emax was then calculated using Equation (5) (Mavko et al., 2009).”
- Influence of microscale heterogeneity and microstructure on the tensile behavior of crystalline rocks (2014, background): “5324 usually extracted from the literature [e. g., Mavko et al., 2009] and heterogeneity was introduced stochastically.”
- Pore structure model for elastic wave velocities in fluid‐saturated sandstones (2012, methodology): “Taking K0 = 37 GPa, G0 = 44 GPa, for quartz [Mavko et al., 2009].”
- Bayesian Gaussian Mixture Linear Inversion for Geophysical Inverse Problems (2017, methodology): “Most of the physical models used in geophysics, such as seismic convolution or rock physics relations, are linear or can be linearized (see, for example, Aki and Richards, 1980, and Mavko et al., 2009).”
- Empirical Correlations for Predicting Strength Properties of Rocks from P-Wave Velocity Under Different Degrees of Saturation (2013, methodology): “Mavko et al. (2009) describe this phenomenon as ‘‘Generally, when a rock is loaded under an increment of compression, such as from a passing seismic wave, an increment of pore pressure change is induced, which resist the compression, and therefore, stiffens the rock’’.”
- Sand–rubber mixtures (large rubber chips) (2008, background): “When Vrubber ‡ 0.6, most of the applied load is transferred through rubber-to-rubber contacts, and the effective constrained modulus M1 follows the Ruess lower bound (i.e., harmonic mean), which is very close to the Hashin– Shtrikman lower bound (bounds in Mavko et al. 1998).”
- Digital rock physics: numerical prediction of pressure-dependent ultrasonic velocities using micro-CT imaging (2012, background): “Several studies have demonstrated, based on different theoretical models (Mavko et al. 2009), the influence of the grain-to-grain contact on the effective compressibility of granular media.”
- Seismic inversion for reservoir properties combining statistical rock physics and geostatistics: A review (2010, background): “Redistribution subject to 1995 and Avseth et al. 2010 , the collection of papers edited by ang and Nur 1992, 2000 , and rock-physics books e.g., Guéguen nd Palciauskas, 1994; Schön, 1996; Mavko et al., 2009 .”