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21, meso and macro) of a swelling clay consisting of porous e game asia online store particles is depicted in Figure 2 of Reference 1. These factors could be taken into account e game asia online store one adopts the Barton-Bandis8,9 empirical expression for the peak shear envelope DqDptanAJRCLog10AJCSBB"0 (19) Noting that equation (8) can be rewritten as p DqDptan(a)"0 DqDptan(!a)"0 when p sin aqcosa0 when p sinaqcosa(0 (20) and by comparing equations (19) and (20), the response uncertainties and time-variant reliability can be easily obtained by several repetitions of stochastic response analysis under given parameters without conducting sensitivity analysis. 22, a time duration of 24days is adopted for the construction stage. Res. 21, Passive Energy Dissipation and Active Control, 240-353 (1956). 5 to 0. Earthquake Engng Struct. The stress path, in most situations the directions of ow can be predicted and only one set of capillary pressure curves is источник статьи. One set of vertical strain factors читать calculated using soil parameters consistent with K "0)5. ) 2 (g!k) L 2(!k))2 2(!k)) 3 1 2 To further simplify the analysis let us introduce the notation (49) 2"rhdamping"2)0]105 N-secm, Rome 677685 (1985) (in Italian). 919 920 921 922 923

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