MODEL PARAMETERS OF THE NONLINEAR STIFFNESS OF THE VIBRATOR-GROUND CONTACT DETERMINED BY INVERSION OF VIBRATOR ACCELEROMETER DATA

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dc.contributor.author Lebedev A.V.
dc.contributor.author Beresnev I.A.
dc.contributor.author Vermeer P.L.
dc.date.accessioned 2024-12-22T03:47:52Z
dc.date.available 2024-12-22T03:47:52Z
dc.date.issued 2006
dc.identifier https://www.elibrary.ru/item.asp?id=13519030
dc.identifier.citation Geophysics, 2006, 71, 3,
dc.identifier.issn 0016-8033
dc.identifier.uri https://repository.geologyscience.ru/handle/123456789/47052
dc.description.abstract Analysis of vibroseis data shows that harmonic distortion in the ground-force signal may exceed the primary distortions in the hydraulic system. This can be explained by the baseplate-ground contact nonlinearity created by the deformations of the contact roughness. We separated the nonlinear distortion generated in the hydraulics from that generated at the contact. We then formulated an inverse problem for resolving the parameters of the nonlinear contact rigidity, based on the equivalent model of the nonlinear source and the comparison of predicted and observed harmonic levels. The inverse problem was solved for models of bilinear contact and the contact with the rigidity smoothly varying between two asymptotic values, using data obtained on sandy soil. Rigidities changing between approximately 109 N/m in compression and 6 × 108 N/m in tension were resolved from the inversion for both models, although the smooth nonlinear-rigidity model is a better approximation. The analysis shows the adequacy of the equivalent mechanical source model used for the description of nolinear distortions in real soil-baseplate coupled systems. © 2006 Society of Exploration Geophysicists.
dc.subject HARMONIC DISTORTION
dc.subject HYDRAULIC SYSTEMS
dc.subject SAND
dc.subject SEISMOLOGY
dc.subject SOIL
dc.title MODEL PARAMETERS OF THE NONLINEAR STIFFNESS OF THE VIBRATOR-GROUND CONTACT DETERMINED BY INVERSION OF VIBRATOR ACCELEROMETER DATA
dc.type Статья
dc.identifier.doi 10.1190/1.2196870


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