Numerical approach for estimation of stress strain state of deep tunnels
Farkhadjan AdilovBakhtiyor YuldoshevTashkent Institute of Irrigation and Agricultural Mechanization Engineers, 100000 Tashkent, UzbekistanRustam AbirovMiralimov MirzakhidTashkent Institute of Design, Construction & Maintenance of Automotive Roads, 100060 Tashkent, Uzbekistan
ABI
Abstract
Numerical approach and results of theoretical calculation of deep tunnels are described in this issue. Here described surrounding continuum is fractured rocks. Calculation provided in static case. Results of this investigation aimed for estimation of stress state and development of strengthening measures of deep excavations.