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Resistance of frozen soils to disintegration under high-pressure hydraulic jets
Conclusions 1. The frozen soil volume disintegrated by a high-pressure hydraulic jet is proportional to its initial specific kinetic energy. 2. As the water content of frozen soils increases, and also as their temperature decreases, the depth of the slit cut in them by the hydraulic jet decreases also. 3. The relations between the depth of cut in frozen clays and their temperature are practically similar to the curves of content of non-freezing water in these soils in the temperature interval from −1°C to −5°C.
Resistance of frozen soils to disintegration under high-pressure hydraulic jets
Conclusions 1. The frozen soil volume disintegrated by a high-pressure hydraulic jet is proportional to its initial specific kinetic energy. 2. As the water content of frozen soils increases, and also as their temperature decreases, the depth of the slit cut in them by the hydraulic jet decreases also. 3. The relations between the depth of cut in frozen clays and their temperature are practically similar to the curves of content of non-freezing water in these soils in the temperature interval from −1°C to −5°C.
Resistance of frozen soils to disintegration under high-pressure hydraulic jets
Petrosyan, L. R. (author) / Gokhman, M. R. (author) / Rotaru, I. V. (author)
1984
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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