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- W2589289920 abstract "From this pumping experiment of ultra-high-strength concrete of Fc150N/mm^2, the change in the performance of fresh concrete and the hardened concrete etc. before and after pumping, the following were presumed. (1) After pumping, the reverse-slump flowing time was showed the tendency to shorten when ultra-high-strength concrete of Fc150N/mm^2 was pumped compared with before pumping. It was thought that some changes occurred to mortar between before pumping and after pumping since this reason was examined with a rotation wing type viscosity meter, and the plastic viscosity of the mortar after pumpimg was decreased. (2) A significant difference was not admitted in the performance of the hardened concrete before and after pumping in this range of the experiment. (3) It was thought that a pressure loss with a low-water-binder ratio concrete was strongly influenced from plastic viscosity by yield value. (4) It is possible to presume roughly that the pressure loss of ultra-high-strength concrete has a correlation to the product of calculated plastic viscosity and the pumping rate in the low-water-binder ratio, in the range 30% or less." @default.
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- W2589289920 date "2007-01-01" @default.
- W2589289920 modified "2023-09-27" @default.
- W2589289920 title "BASIC STUDY ON PUMPABILITY OF ULTRA-HIGH-STRENGTH CONCRETE" @default.
- W2589289920 cites W2312183693 @default.
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- W2589289920 doi "https://doi.org/10.3130/aijs.72.25_3" @default.
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