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Влияние работы швов на пространственное напряжённо-деформированное состояние каменной плотины с железобетонным экраном

Влияние работы швов на пространственное напряжённо-деформированное состояние каменной плотины с железобетонным экраном

Abstract

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.

Keywords

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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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average
gold