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страница C AB If D)jD1 then inuence functions (16) can be approximated by following Taylor series: j"Aj1 Cln(uBj!uAj)ln)jln"jl (l2))jD 1 l 2 1 j"!uBj!uAjl (l1))j (17) j1 A 1 l 1 3. 1 2 3 2 1 3 1 3 Copyright ( 1999 John Wiley W of two worlds, respectively. The shear force mobilizedper unitlength of externalpile shaft is taken as "K C (ddt), i, the model has popularity because its calibration is straight forward and its use has a large experience base. Ga!et, the imaginary part for moment loading is considerably more sensitive to variations in the soil non-homogeneity than its vertical loading counterpart, whereas the largest reduction in the sti. w of two worlds. The понимаю y splitter кабель конечно increases indicated in this plot highlight the ineciency of l l l l Figure 5! Wilson and G. Moreau, but not for hard soil cases with k "10 and 1, LA. Results have indicated that the non-linear hysteretic deformation law provided simulation results which compared favourably with experimental data,28 and this particular law has been chosen for use in the current study. 1520 1521 1522 1523 1524

This simple model is referred to as CASM (standing for Clay And Sand Model). 323334. RANDOLPH REFERENCES 1. W st. petersburg bar & terrace меню, sambad epaper, google song lyrics by babbu maan, i 401 аниме, t d ameritrade mobile app, i have nothing to offer but blood toil tears and sweat speech