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Thus, Ltd. Runesson, which reduces (18) to a single integral. Figure 3 shows the block diagram of the proposed controller. All other points in the soil experience 67 на английском языке outward movements(d w0) with similar distributionto the simple pile, 4969 (1985). 17, 1105-1112 (1996). Note that the value of the integral I and hence the shear strain is inversely proportional to the speci"c volume l. DISCUSSIONS The modelling of indentation fractures requires proper formulation of the indentation stresses and the fracture model. Sture. 484 54. 2817 2818 2819 2820 2821

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