Abstract
where Q 1 and D1 represent the initial point. Theoretical eqs. (D1) and (D2) were applied to the mentioned figures, and these theoretical points are shown in Figs. D1–D4. Values of the different parameters appear therein. The reference Juarez-Badillo (2010) is a volume that contains the above theoretical equations and many others for the behavior of engineering works and the results of related laboratory tests in soils and rocks up to pressures of 100 000 kg/cm2. The discusser is very grateful to Sergio Hernandez Mira for his assistance in the preparation of this discussion.
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