2000
DOI: 10.1006/jsvi.1999.2731
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Ground Vibration in the Vicinity of a High-Speed Moving Harmonic Strip Load

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Cited by 71 publications
(39 citation statements)
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“…In this case, other more convenient approaches are necessary, for example a numerical model developed by Laghrouche in [35] can be used. This model has been compared with the semi-analytical approach for a semi infinite medium by Lefeuve-Mesgouez et al in [36] and can be used in future developments to study solutions to specific vibration problems such as: sites with trenches, inclusion of damping layers or the presence of concrete columns under or near the track. Also in our approach, the ground is modelled as an isotropic and homogeneous linear elastic medium with a material dissipation by means of a hysteretic damping hypothesis.…”
Section: Further Developmentsmentioning
confidence: 99%
“…In this case, other more convenient approaches are necessary, for example a numerical model developed by Laghrouche in [35] can be used. This model has been compared with the semi-analytical approach for a semi infinite medium by Lefeuve-Mesgouez et al in [36] and can be used in future developments to study solutions to specific vibration problems such as: sites with trenches, inclusion of damping layers or the presence of concrete columns under or near the track. Also in our approach, the ground is modelled as an isotropic and homogeneous linear elastic medium with a material dissipation by means of a hysteretic damping hypothesis.…”
Section: Further Developmentsmentioning
confidence: 99%
“…1. The soil and load parameters of the literature [3] Fig.5 gives non-dimensional vertical displacement curves on soil surface for different load frequencies when k=1/3.As can be seen, frequencies have less impact on the maximal displacement amplitude of the center. Vertical displacements change in the form of damped oscillation along with the increase of x.…”
Section: Numerical Resultsmentioning
confidence: 97%
“…Sneddon [2] first studied the dynamic response of the elastic half space soil in the condition of plane strain under uniform moving line loads. Lefeuve-Mesgouez et al [3] used potential function and the Fourier transform to solve the dynamic response problems of single-phase elastic half space under plane strain state in the vicinity of a high-speed moving harmonic strip load. Honglei SUN [4]used the semi analytical method to solve the dynamic response of the transversely isotropic poroelastic half-space soil medium.…”
Section: Introductionmentioning
confidence: 99%
“…Krylov [16], Lefeuve-Mesgouez et al [17], Ju [18], Ju and Lin [19]). In the foregoing situations, the moving mechanical / thermal load may produce severe deformation and temperature rises in a thin zone near the contact zone, and therefore may cause excessive wear and even cracking near this zone.…”
Section: Introductionmentioning
confidence: 96%