Strength investigations of foundation of allocation of main structures of Pskem hydropower station on Pskem river
Madjidov InomNational University of Uzbekistan named after Mirzo Ulugbek, Tashkent, UzbekistanNazarov KomilMasharif Bakiev“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers”, National Research University, Tashkent, UzbekistanYakubov Kuvonchbek“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers”, National Research University, Tashkent, UzbekistanMuslimov Turavoy“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers”, National Research University, Tashkent, UzbekistanKhayitov Kholmurod“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers”, National Research University, Tashkent, Uzbekistan
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Annotatsiya
This paper presents the results of geomechanical studies of the siltstone massif experimental carried out in the right-bank adit at the site of the Pskem HPP dam. Primary shear experiments were carried out at 6 normal pressures on the stamp σ: 0.5 MPa; 1.0 MPa; 1.5 MPa; 2.0 MPa, 2.5 MPa, and 3.0 MPa.
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