10 Surface Waves

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    GEOL882.3GEOL483.3

    Surface waves

    Rayleigh and Love waves

    Particle motionPhase and group velocity

    Dispersion

    Reading: Shearer, chapter 8

    Telford et al., 4.2.4, 4.2.6

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    Mechanism

    Surface waves are always associatedwith a boundary.

    The (e.g., horizontal) boundarydisrupts vertical wave propagationbutprovides for special wave modespropagating along it.

    Because there are 2 or 4 boundaryconditions to satisfy (e.g.,displacement and stress continuity),surface waves are always build up of2 or 4 interacting wave modes:

    Pand SVwave modes (Rayleigh orStoneleywaves);

    Two SHmodes (Love waves).

    Such waves are tied to the surface andexponentially decrease away from it.

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    Surface wave

    potentials

    General wave equations for potentials:

    Surface waves are combinations ofsolutions with complex(e.g., pureimaginary) wavenumbers alongz.

    e.g., for Rayleigh wave:

    Question: why are such solutions not

    allowed without a boundary?

    2

    =1

    VP2

    2

    t2 , P-wave

    2V=1

    VS2

    2V

    t2, SV-wave

    2

    H=

    1

    VS2

    2H

    t2 . SH-wave

    =Aemz

    ei kxt

    ,

    V=Benz

    ei kx t

    .

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    Depth dependence

    To satisfy the wave equations for any kand , m and n must equal (show this):

    note that therefore, for anysurfacewave:

    and so

    To further describe the solution, we needto:

    1)consider andA as free variables;

    2)determine B and k() from the boundaryconditions.

    P-wave component

    in Rayleigh wave

    SV-wave component

    m=k2

    2

    VP2,

    n=

    k

    22

    VS2.

    k

    VS

    VP

    ,

    VSurface=kVS.

    Dispersion relation

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    Rayleigh waves

    (ground roll)

    Rayleigh waves propagate along the freesurface

    The displacements are as usual:

    and traction:

    For a free surface, the boundaryconditions read:

    xz=

    zz= 0,

    Solution:

    P-wave

    SV-wave

    uPx ,z =

    x,0,

    z,

    uSx ,z =

    z,0,

    x,

    FPx ,z =22x z

    ,0,222

    z2,

    FSx ,z =2

    x22

    z2,0,22

    2xz

    ,

    =emz e ikx t,

    V=Benz ei kx t.

    we can setA = 1 and

    seekB and k()

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    Rayleigh waves

    (ground roll)

    Result (for =0.25): relative P- and S-waveamplitudes:

    ...and dispersion relation:

    Rayleigh wave velocity:

    For varying :

    P-wave

    SV-wave

    =e0.848kz ei kx t,

    V=1.468ie0.393z

    eikxt

    .

    k=VR .VR=0.919VS

    (This means no dispersion!)

    VR/VP VR/V

    S

    VS/VP

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    Rayleigh waves

    (ground roll)

    Particle motion is elliptical and retrograde(counter-clockwise when the wave ismoving left to right):

    How does it follow from the

    equations for potentials

    and displacements?

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    Rayleigh waves

    (ground roll)

    Real Earth is never auniform half-space,

    and thus in Rayleighwaves:

    Particle motion pathsare tilted andcomplex;

    Retrograde motion

    may change intoprograde at somedepth;

    Normal dispersion ispresent.

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    Rayleigh-wave

    dispersion Ideal Rayleigh wave (in a uniform half-

    space) is non-dispersive

    However, all realsurface waves exhibitdispersion

    It is because the subsurface is alwayslayered

    Phase velocity

    Group velocity

    Note the change

    in wavelet shape

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    Stoneley waves

    These waves propagate along thecontact oftwo semi-infinite

    media They are P/SVin nature, like

    Rayleigh waves;

    They always exist when one ofthe media is a fluid;

    An important example is tube wavepropagating along a fluid-filledborehole.

    If both media are solids, Stoneleywaves exist only when V

    S1V

    S2

    and and lie within narrowlimits:

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    Love waves

    These are SH-type wavespropagating along the free surface

    particle motion is transverse andparallel to the surface;

    Because there is just one SHpotential, two modes are required tosatisfy the two boundary conditions(xz

    =zz

    =0 on the free surface)

    Thus, Love waves exist when thesemi-infinite medium is overlain witha layer with different elasticproperties.

    ... this situation is quite common.

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    Love-wave

    dispersion Love waves are dispersive:

    At high frequencies, its velocity

    approaches the S-wave velocity in thesurface layer

    At low frequencies, velocity is close tothat of the lower layer.

    Displacement and stress in Love wave

    Period [s]

    Depth of

    sampling

    increases

    with period.This is

    common to

    all surface

    waves.

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    Surface-wave

    branches In layered structures, multiple surface-

    wave branches, or modes exist for the

    same frequency The branch with the lowest phase

    velocity (longest wavelength) is calledthe fundamental mode

    Theoreticalcurves Numericalsynthetics

    Earth

    model

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    Surface-wave

    branches (theory)

    To see that

    multiplebranches existand determinetheir parameters,the followingmatrix method

    can be used:

    1) Chose a set ofNbasis functions indepth, f

    i(z), and

    express the

    potential (ordisplacement)

    through them:

    x , z , t=e

    i tkx

    i=1

    N

    ci f iz

    Example of basis functions

    for global Love waves

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    Surface-wave

    branches (theory, cont.)

    2) For a given k, express the total kinetic andpotential energies; they will be quadraticmatrix products ofc

    i

    :

    3) Note that in a wave, Ekin

    = Eel, and therefore:

    4) This means that ciis an eigenvector of

    matrix A-1B, and 2 is the correspondingeigenvalue:

    Ekin=2 ui u idz=2ci Aij c j

    Eel=

    2ii jjijij

    dz=c iB ijc j

    2 ci Aij c j=c iB ijc j

    A1B2I c=0

    There may be up toN

    positive eigenvalues.

    They give frequencies

    of up toNmodes.

    Note thatEkin is alwaysproportional to 2

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    MASW (SASW)

    method Multichannel (or Spectral) Analysis

    of Surface Waves

    Uses dispersion V(f) measurementsto invert for V

    S(z) and (z)

    Geotechnical applications

    Kansas Geological Survey

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    MASW method

    Kansas Geological Survey

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    Lamb (plate) wave(e.g., in road pavement)

    Ka

    nsasGeologicalSurvey

    The case of surface waves in a thin elasticplate is called the Lamb's problem

    ote the difference

    dispersion curves

    for symmetric

    and asymmetric

    deformations

    of the plate