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- W2371907008 abstract "Large additional water pressure can be caused by water carrying cracks′ fast opening and closing,especially when the cracks are in high dams.This additional pressure may make cracks appear in unstable propagation.With the assumption that the crack is semi-elliptical and that the velocity of crack edge accords with sine rule,a calculation formula is derived to calculate the additional water pressure in cracks.The effect of crack edge′s velocity,drainage rate,and crack edge′s initial width on the additional water pressure and stress intensity factor is analyzed by use of an example.The study shows that the maximum additional water pressure increases with the increase of crack edge′s velocity,and that the maximum additional water pressure in the example is 1.798 times of initial water pressure,but decreases quickly with the increase of crack edge′s initial width.It also shows that the maximum water pressure and stress intensity factor increase quickly with the decrease of drainage rate." @default.
- W2371907008 created "2016-06-24" @default.
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- W2371907008 date "2010-01-01" @default.
- W2371907008 modified "2023-09-24" @default.
- W2371907008 title "Hydraulic fracturing effects of cracks under dynamic loads" @default.
- W2371907008 hasPublicationYear "2010" @default.
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