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    Forward Modeling of Steady-State Surface Wave Test

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author:
    Maud Storme
    ,
    Richard Fortier
    ,
    Jean-Marie Konrad
    DOI: 10.1061/(ASCE)1090-0241(2005)131:5(662)
    Publisher: American Society of Civil Engineers
    Abstract: The forward modeling of the dispersion curve of a layered medium calculated from the spectral characteristics of Rayleigh waves requires an efficient algorithm for predicting the surface displacements of the medium under a dynamic load. The usual methods for solving the wave equation are based on matrix methods prone to numerical problem or yielding to the determination of complex modes that are difficult to interpret. A modified linearized stiffness matrix method is proposed in this technical note to solve the discrete stiffness matrix. The developed algorithm is based on a finite element equation associating each surface wave mode to the resonant frequency of a structure with a stiffness depending on the wavelength. The filtering of complex wave modes to keep only suitable surface waves is avoided. Furthermore, the mesh design is based on the actual wavelength of each mode providing a better representation of higher modes. The new algorithm is validated with two irregular stiffness profiles.
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      Forward Modeling of Steady-State Surface Wave Test

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    contributor authorMaud Storme
    contributor authorRichard Fortier
    contributor authorJean-Marie Konrad
    date accessioned2017-05-08T21:28:14Z
    date available2017-05-08T21:28:14Z
    date copyrightMay 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A5%28662%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52704
    description abstractThe forward modeling of the dispersion curve of a layered medium calculated from the spectral characteristics of Rayleigh waves requires an efficient algorithm for predicting the surface displacements of the medium under a dynamic load. The usual methods for solving the wave equation are based on matrix methods prone to numerical problem or yielding to the determination of complex modes that are difficult to interpret. A modified linearized stiffness matrix method is proposed in this technical note to solve the discrete stiffness matrix. The developed algorithm is based on a finite element equation associating each surface wave mode to the resonant frequency of a structure with a stiffness depending on the wavelength. The filtering of complex wave modes to keep only suitable surface waves is avoided. Furthermore, the mesh design is based on the actual wavelength of each mode providing a better representation of higher modes. The new algorithm is validated with two irregular stiffness profiles.
    publisherAmerican Society of Civil Engineers
    titleForward Modeling of Steady-State Surface Wave Test
    typeJournal Paper
    journal volume131
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:5(662)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    contenttypeFulltext
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