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  • Users: xtrata
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  1. xtrata

    Geostatic

    I have a 50mx25m section of Clay analysed in Plane Strain. It's density is *Density 1977., (kg/m3) So therefore I specify the initial geostatic stress condition as *INITIAL CONDITIONS, TYPE=STRESS, GEOSTATIC LCESET,0,25,-485000,0,2 As 25x1977x9.81=484859 N/m2 Gravity is specified as...
  2. xtrata

    Two soils parts with a contact surface

    Hello I have two soil blocks: one is large (clay) and the other is small (gravel). The gravel block is embedded in the clay block. Since I am using a half space the clay and gravel blocks have a free face which is restrained in the x direction. The sides surfaces of the clay block are...

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