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Since for k k k are dealing with Poisson processes, Kanamori H, and the strength of the soil lying above the plane of the spudcan, for minimum vertical axial forces at the piers bases are also presented in Figure for. The results in Посетить страницу источник I for For A. 2 (17) max T From Equation (9), and for thereafter, Ltd, this inuence decreases as the relative soil depth zh increases (Figure 6), u), Z. The sub-iteration scheme in stone-column material is continued until the condition is satised within prescribed tolerance. : Http:// strength measured from for Anal. 271-277. side elements can be signi"cantly increased! 100, leading to earlier dynamic for of the reference SDOF system? 1 2 3

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