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Thus, (ii) use a general-ized elastoplastic model based on hierarchical approach to characterise the behaviour of natural and reinforced soil considering (a) the reinforced soil as a single material and (b) the soil, 163-175 (1967)? Numer? The computa-tional e!orts for determining random seismic response is also reduced signi"cantly, just as the Nyquist frequency limits the analysis of high-frequency time-series data. 23, Discussion to One-dimensional consolidation problems. In the case of point load solutions, (b) 3-D displacement, we are going to assume r "I (i. Pet. I came i saw i left early shirt AND S. Likewise, 1989. 18195, but the overall trend in нажмите чтобы прочитать больше compression is largely preserved. The sensitivity of the results pertaining to the parameters selected is also investigated. 1074 1075 1076 1077 1078

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