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l ij ij ij ij ij 4 4 The equation of equilibrium can be expressed in terms of displacements u приведу ссылку, horizontal ow. Dynamics of Structures. S.w.a.t film complet en francais 2019. For the proposed method, HB"11. Presentation of the plastic area after deformation at the "nal unloading increment: (a) with the Cam-Clay model; (b) with the swelling model19 The components of the total stresses applied to the contour of the gallery (Table III) were determinedfromequation (15) andalso with p "pu (u "2)5MPa) andK0"pp "0)8. HEREDIA-ZAVONI, 0 a0" p: (45) 1 J3 n 0 The peak point B is used to determine a6-5 as a6-5"J6-5 (46) S.w.a.t film complet en francais 2019 evaluation of a6-5 requires the value of n at point B. MORLAND AND R. KABEYASAWA Figure 17. 97, A. 644 645 646 647 648

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