| Abstract: | The results of the stability study of dam foundation , including the effects of ground stresses on the stability of base masses and long-term stability and strength of weak intercalations , especially of clayey ones, are presented. It is proved that the considerable tectonic stresses exist even in red rock layers with slight folds and a gentle terrain and that the stability of masses are directly affected by local stress relief. It is found that sedimentary rock behaves like rheology. A method of deter-mining long-term strength of rheological rock is suggested. |
