Purdue University

EAS 557

Introduction to Seismology

Robert L. Nowack

Lecture 12

Seismic Sources Represented by Moment Tensors

 

 

            We would like to model idealized seismic sources, for example, from earthquake sources and explosions.  In order to model an earthquake source, assume a volume defined by two surfaces

 

 

 

 

where the total surface is S = S1 + S2.  Assume that either the displacement u or traction T(u) are zero on S2 and that  = 0 in the volume.  Thus, we will then only consider the surface S1.  For an earthquake source then, there will be a displacement discontinuity on the plus side of S1 compared to the negative side of S1.  I’ll call the plus side of S1, .

 

 

Inside S1 we will allow nonlinear effects, fracture, etc.  All we require is that in the volume outside the bounding surface S1, things are continuous and linear.  Assuming no body forces in the volume and continuous traction across S1, then the only term that results in nonzero displacements in the volume is from the displacement discontinuity across S1.  This can be written

 

 

where  is called the moment tensor density mpg,  is the time convolution, and  is an element of the fault surface .  See Aki and Richards (1980) for a derivation of the representation theorem and this equation is their Eqn. 3.2.  Thus,

 

 

For a small compact source, then the resulting displacement will be

 

 

where  is the moment tensor Mpq or in general .  Thus, for a small, compact source

 

     (with sums on p and q)

 

            Now, what is the meaning of ?  First, let’s write this out for  p = 1, q = 2 and approximate the derivative by a finite difference.  Then,

 

 

The directed point forces giving rise to the Green’s functions are in the plus and minus  directions, but are displaced in the  direction by .  This is called a force couple.

 

 

 

 

            For , then the directed point forces giving rise to Green’s functions are in the plus and minus  directions, but are also displaced in  by .  This is called a force dipole.

 

 

 

 

Thus,  (moment tensor density) is the strength of the (p,q) couple, where p is the force direction and q is the offset direction of the couple.  Thus,  has 9 strength elements.

 

 

For a displacement discontinuity on a small crack, then

 

 

where  is the moment tensor density,  is the displacement discontinuity or slip on the small crack,  is normal to the crack, and cijpq are the elastic constants.

 

            For an isotropic body , then

 

 

            For a shear slip or displacement discontinuity parallel to the face of the crack, the moment tensor density is

 

 

and the seismic moment is

 

 

Then,

 

 

where  is the strength parameter,  is unit normal to crack and  is the unit slip vector direction along the crack.

 

            For a crack in the  plane,  and for a slip direction , then

 

 

where the 1 in M13 is the force direction and the 3 is the offset direction.  For M31, these are reversed.  Thus, a small crack can be modeled by two force couples with strengths M0.

 

 

 

 

We can also write this in a 45o rotated coordinate system in terms of two dipole force couples.

 

 

 

 

In general, a double couple source must have the trace of the moment tensor matrix equal to zero.  Note that each dipole would cause a net rotation.  The other dipole in the force system is imposed by the continuum so that there is no net rotation in the solid by the fracture.  So, for a shear crack source, couples come in pairs.  This is called a double couple model for an earthquake source. 

 

            What we’ve really done is replace a complicated crack model with an equivalent set of forces such that

 

 

where  for an arbitrarily complicated (but linear) medium is the Green’s function.  The moment tensor for a small earthquake crack is

 

 

Note that if we replace  by the  direction, we get the same result.  Thus, there is an ambiguity between the crack normal and the slip direction which must be resolved with other geologic input.  The value M0 is the strength parameter and is called the scalar seismic moment.  It has the units of force times a length.

 

In seismology, we often use units of dyne-cm (or Newton-meters in SI units).  From the above formulas for an earthquake model

 

 scalar seismic moment

 

where  is the fault area,  is shear modulus (about 3 x 1011 dyne/cm2 for crustal rocks), and  is average slip on the crack.

 

            The range of values for the scalar seismic moment are

 

The moment magnitude can be derived from the scalar seismic moment as

 

 

for M0 in dyne-cm (see Stein and Wysession, p. 266).

 

            For a volume source, like an explosion, the moment tensor would have a form as

 

 

 

 

and can be modeled by three in-line force dipoles along the coordinate directions.  Thus,

 

 

where , in this case, is the strength parameter for the explosive source.

 

In a homogeneous media, the far field Green’s function can be written from the last lecture as

 

     far field P

 

     far field S

 

where  is the unit vector from the source  to the receiver .

 

 

 

 

where

 

 

and

 

 

For the far field P wave , then

 

 

Dropping all terms which decay faster than , then

 

 

            Assuming the displacement fault slip is the same everywhere for a very small fault, then

 

 

where si is the slip vector.  The far field wavefield is then

 

     far field P wave

 

     far field S wave

 

 

 

 

Referring to the figure above, the far field radiation pattern terms can be written

 

 

 

 

The following comments can be made about the far field radiation from a shear crack in a homogeneous medium:

 

1)   The far field P wave particle motion is parallel to the direction of propagation.

 

2)   The far field S wave particle motion is perpendicular to the direction of propagation.

 

3)   The far field P and S waves decay in amplitude as .

 

4)   The S wave amplitude is  times larger then the P-wave amplitude.  For a Poisson solid with , then the S wave amplitude is about 5 times larger than the P-wave amplitude.

 

5)   AFP – The directional radiation pattern for P-waves in the  plane is

 

 

 

 

Fault plane solutions use just the sign bit information of many remotely recorded P waveforms to infer the fault strike and slip directions  and  and, thus, the orientation of faulting.  We will investigate this further later in the class. 

 

6)   AFS – The directional radiation pattern for S-waves in the  plane is

 

 

 

 

7)   Note that we have neglected near field terms with amplitudes  which will be small in the far field where  dominates.

 

8)   The far field displacement wavefield  is proportional to time derivative of slip time function on the fault .

 

 

 

 

Thus, the measurement of the seismic pulse width of the radiated P- or S-wave pulse gives information about the time of fault slip at a point on the fault.  This is also called the rise time.  In addition, a finite fault will have a rupture time related to the length of faulting divided by the rupture velocity, which is often assumed to be .7.  The total rupture time will be related to the rise time and the rupture time on the fault.  The measurement of the far field P-wave or S-wave pulse spectrum  will also provide information on the duration of rupture.

 

A simplified model of the radiated energy from a small earthquake source is shown below where low frequency level is proportional to M0 and the corner frequency is proportional to one over the total time of rupturewhere the total rupture time is related to the fault size.

 

 

 

 

            For an explosion in the far field, then

 

 

where,

 

1)   For an explosion, the S wave “theoretically doesn’t exist”.  But, real explosions do generate some S-wave energy.

 

2)   The displacement is a spherically symmetric outward pulse.

 

3)   A step function pressure pulse at the source gives rise to a radiated delta function in the far field.

 

            Finally, in a slowly varying media where ray theory can be used, then for a P wave

 

 

where  is used instead of  for the heterogeneous case, T is the geometric travel time, J is the geometric spreading and A is related to the source strength and additional reflection/transmission coefficients.