... dependence, has shown that the Code limit movements {Art.8.5.4/2} do not correspond with mobilization of the peak shear strength (Koudelka 1996, 1998a, 1999b). Then the Code presents (Annex G) the sample procedure to determine the extreme (peak) values of earth pressures for the case of peak shear strength...

..., Powderham, Siemer et al., Uchiyama and others}. The reason is probably the complex nonlinear dependence of the lateral pressure on the movement of structure neary the rest area with a history similar to the singularity (Koudelka 1990). The recently published model solves the computation of active...