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The description of new theoretical solutions of forming a strain and stress state in the soil massifs of landslide prone slopes is introduced. The suggested approach is based on a new theory of forming of the limited equilibrium in rock massifs which includes: Coulomb-Mohr’s criterion for the limited state equilibrium of rocks, the concept of the rock structural strength str (for compression), the interaction of active and passive pressures in slope massif. The equation for the limited state equilibrium in a ...