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- W2356391503 abstract "The influences of three factors,the water binder ratio W/B,the contents of ground slag powder and the particle size of aggregate,on the resistance to sulfate attack and compressive strength of porous concrete have been experimentally studied under the conditions of dry-wet cycling and sulfate attacking.And the loss of dynamic elastic modulus of porous concrete,which are get throuht calculating the data of measured velocity of uhasonic waes in tests,is taken for evaluation of the failume degree on sulfate attack.The vezults show that the less of aggregate particle size,the better of durability on sulfate attack; and the lager of W/B, the better of dura- bility on sulfate attack when the W/B is in the rauge of 0.25～0.29;and when the content of ground slag is larger than 20%,there is a harmfulness for raising the resistance of porous concrete to sulfate attack." @default.
- W2356391503 created "2016-06-24" @default.
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- W2356391503 date "2007-01-01" @default.
- W2356391503 modified "2023-09-23" @default.
- W2356391503 title "Evaluation of Durability of Porous Concrete Under the Action Together with Wet-dry Cycling and Accelerated Sulfate Attacking" @default.
- W2356391503 hasPublicationYear "2007" @default.
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