
Численные исследования показали, что в узком створе экран сильно смещается по периметральному шву. Это объясняется малой сдвиговой прочности грунтов на контакте со скальным бортом. Наличие периметрального шва заметно улучшает напряжённо-деформированное состояние экрана, роль вертикальных швов слабее.
It was shown by numerical researches, that concrete face is shifts a lot along the perimeter seam. This is explained by low shearing strength of soils on the joint with rock sides. Existence of perimeter joint notably improve deflected mode of face. Role of vertical seams is lower.
КАМЕННАЯ ПЛОТИНА С ЖЕЛЕЗОБЕТОННЫМ ЭКРАНОМ,ПЕРИМЕТРАЛЬНЫЙ ШОВ,НАПРЯЖЁННО-ДЕФОРМИРОВАННОЕ СОСТОЯНИЕ,CONCRETE-FACE ROCKFILL DAM,PERIMETER JOINTS,STRESS-STRAIN STATE STRESS-DEFLECTED MODE
КАМЕННАЯ ПЛОТИНА С ЖЕЛЕЗОБЕТОННЫМ ЭКРАНОМ,ПЕРИМЕТРАЛЬНЫЙ ШОВ,НАПРЯЖЁННО-ДЕФОРМИРОВАННОЕ СОСТОЯНИЕ,CONCRETE-FACE ROCKFILL DAM,PERIMETER JOINTS,STRESS-STRAIN STATE STRESS-DEFLECTED MODE
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