WELLOG                 Acoustic Log Interpretation

 

 

REVISED 11-15-2009

© 2004 – 2009 WELLOG

All Rights Reserved

 

Part III, Page 2

 

WAVES IN ELASTIC MEDIA:

 

Elastic waveforms:

 

Elasticity is that property of a substance that causes the substance to resist deformation and to recover its original shape when the deforming forces are removed. A medium that recovers its shape completely after being deformed is considered to be elastic. The earth is considered almost elastic for small displacements. Most of the theory used in acoustic logging is described mathematically using the theory of elastic waveforms in elastic media.

 

Stress:

 

A force applied to a material is called stress (s). Stress is measured in terms of force per unit area. Stress can be compressional, expansional, or shear.

 

 

                                                s = F/A

 

Where:            F = force

                        A = Area

 

Stress in terms of young’s modulus is expressed as:

 

                                               

                                                s = E/e

 

Where:            E = Young’s modulus

                        e = strain

 

Compressional stress occurs when a force is applied over one side of a body while it is supported by an equal force on the opposite side.

 

Tensile stress (pulling or stretching) is considered as a negative compressional stress.

 

Example:

 

An example of compression stress is the force of a weight drop used in seismic geophysics. A 100 pound weight is dropped from a height of 10 feet. The resulting compressional stress is 1000 ft. pounds.

 

 

Strain:

 

Most of the phenomena in acoustic logging are related to strain. When an elastic material is subjected to stress, changes in physical dimension and shape called strain, occur. 

 

                                                Strain (e) = Elongation = change in dimension/original dimension

 

 

Hooke’s Law:

 

Hooke’s Law states that in an elastic medium with small strains, the strain is directly proportional to the stress that caused it. Elastic materials are referred to as exhibiting “Hookean” behavior.

 

Volume stress:

 

Volume stress is defined as:

 

                                    Volume stress = DF/A

 

Volume strain:

 

Volume strain is defined as:

 

                                    Volume strain = DV/A

 

Where:                        DV = volume

                                    A = Area

 

Bulk modulus:

 

Bulk Modulus (B) is defined as:

 

                                    B =  - volume stress/volume strain

 

 

Note: Bulk modulus can be obtained from acoustic velocity and bulk density logs.

 

 

                                    B =  r * Vp2 – (4 *  m /3)

 

 

 

Note: A negative sign is used to indicate a decrease in volume due to compression.

 

Water is compressible.  When subjected to 500 atm. Water is compressed 2 to 3 percent.

 

The inverse of bulk modulus is compressibility.

 

                                    Compressibility = 1/B

 

 

The velocity of acoustic waves in a medium are approximately related to the square root of its elastic properties and inversely related to its inertial properties.

 

In gases or liquids:

 

                                                V (approx.) =   (elastic property/inertial property)1/2

 

                                                V = B/r

 

Where:            B = Bulk Modulus (an elastic property)

                        r = Density (an inertial property)

 

 

Velocity of compressional (P) waves in Rock materials:

 

 

                                                Vp =  ((B + 4/3 x S)/r)1/2

 

Where:            S = shear modulus (defined below)

                        B = Bulk modulus (defined above)

r = Density

 

Velocity of shear (s) waves:

 

                                                Vs =   (S/r) 1/2

 

The velocity of shear waves is about .7 that of compressional waves.

 

Velocities in various rock types will be discussed later.

 

===============================================

                        BULK MODULUS VALUES    x1010 dynes per square centimeter

===============================================

 

(from Guyod, Geophysical Well Logging, 1967)

 

Non-porous solids:                  Bulk Modulus:

 

Anhydrite                                62

Dolomite                                  83

Limestone                                69

Salt                                          31

Steel                                        173

 

Water saturated 5-20% porous rocks in situ:

 

Dolomites                                62-34

Limestones                              54-23

Sandstones                             32-18

 

Young’s Modulus:

 

Elastic materials are materials in which stress and stain are proportional to each other. If the stress is doubled, the strain is doubled. The ratio of the stress and stain in an object is referred to as elastic modulus or Young’s modulus.

 

                        Young’s modulus = E = tensile or compressive stress/tensile or compressive strain

 

Young’s modulus can be obtained from acoustic velocity and bulk density logs.

 

                        E = 2 * r * Vs2 * ( a – 1)

 

Where:

 

                        Vs = velocity of the shear wave

                        r  = bulk density

                         a = Poisson’s ratio

 

Young’s Modulus chart.

 

Shear Modulus:

 

 

Shear stress:

 

                        Shear stress = shear force/A

 

Shear strain:

 

                        Shear strain = Ds/L

 

 

Shear Modulus ( m ) is defined as:

 

 

                                    m = shear stress/ shear strain

 

 

Shear modulus can be obtained from acoustic velocity and bulk density.

 

 

m =  r * Vs2

 

Shear Modulus chart.

 

Poisson’s Ratio:

 

 

Poisson’s ratio may be considered as a measurement of the geometric change in shape due to extensional stress.

 

Poisson’s ratio ( s ) is defined as the ratio of relative increase or decrease in diameter to relative compression or elongation.

 

 

                                                 s  =  (Dd/d) / (Dl/l)

 

Where:                        d = diameter

                                    l = length

 

Table 1:

 

Rock                            Density:           Young’s           Poisson’s         Vp:       Vs:       Vp/Vs:             Vs as %Vp:

Types:                         Gm/cc              Modulus:          Ratio:              m/sec  m/sec

                                                           

Shale (AZ)                   2.67                 0.120               0.040               2124    1470    1.44                 69.22%

Siltstone (CO)              2.50                 0.130               0.120               2319    1524    1.52                 65.71%

Limestone(AZ)            2.44                 0.170               0.180               2750    1718    1.60                 62.47%

Schist (MA)                 2.70                 0.544               0.181               4680    2921    1.60                 62.41%

 

Partial listing

 

Note: Velocities are calculated from Density, Young’s modulus, and Poisson’s ratio.

 

 

Table 2:

 

Compressional (P) wave velocities: (m/sec)

 

 

Unconsolidated:                      Velocity:                      Consolidated:              Velocity:

 

Weathered layer:                   300 - 900                     Granite:                       5000 - 6000

Soil:                                         250 - 600                      Basalt:                         5400 - 6400

Alluvium:                                 500 – 000                    Metamorphic Rocks:   3500 - 7000

Unsaturated Sand:                  200 – 1000                  Sandstone & Shale:    2000 - 4500

Saturated Sand:                     800 – 2200                  Limestone:                  2000 - 6000

 

Sand & Water:                        1400 - 1600

Unsaturated Gravel:               400 – 500                    Air:                              331.5

Saturated Gravel:                   500 - 1500      

 

Note: This is only Partial listing

 

Table 1 and Table 2 From: Press, Frank (1966), Seismic velocities, in Clark, S. P. Jr. ed., Handbook of physical constants, revised edition, Geological Society of America Memoir 97, p. 97-173.

 

Conclusion:

 

Using the prior tables, it is possible to distinguish velocities of dry sediments from saturated sediments.  It is further possible to distinguish sediments from rocks and igneous rocks from metamorphic rocks.

 

 

 

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