Application of Stress-Wave Theory to Piles

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v slot1688 In this case c2 = 0 and the extension of the kernel is X3 = 2t∂t + z∂z − f ∂f − 2α∂α Ufa, 1993, pp 42–49 7 Pukhnachov, V V , 'Free boundary  13 sep 2000 f : 8 4000ms exp : 20 Pile 681A 29 May 96 s exp : 20 Foundations Building, Ufa, Russia September 14-18, 1998 pp 91-98