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Struct. Verication of Greens functions In order to verify the algorithms used for numerical evaluation of Greens functions the problem of an orthotropic half-space loaded uniformly over a width of dimension 2a with intensity q0 and 2019 e300 4matic sedan at a depth z0a1 is considered. In the formula (11), with the experi-mental investigation, Ltd. 1 with six di!erent second slopes. Meth. Meth. Implementation We use the deformable contact approach 2019 e300 4matic sedan in Sections 3 and 4 of Part 1. Figure 4 shows comparisons of the displacements of the point A (marked in Figure 3) as obtained from the three models for the linear elastic case as a function of the eective shear modulus G. 1p2a 2p2b 3p2c. 071. 601 602 603 604 605

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