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- W2380730449 abstract "Selects 0,40%,70%,100% regeneration aggregate and 0,0.5%,1% steel textile fiber,to C20,C25,C30,C35 is the intensity rank's steel textile fiber regeneration concretes has conducted 48 group of mixture ratio experimental study,has analyzed the regeneration aggregate and the steel textile fiber mixes the quantity these two mixture ratio factor to the steel textile fiber regeneration concretes compressive strength influence.The allocated proportion test result indicated:The compressive strength mixes the quantity along with the regeneration aggregate to increase reduces,spikes along with the steel textile fiber increases,when the regeneration aggregate mixes the quantity is 40%,70%,100%,its compressive strength reduces approximately 2%~9%,5%~11%,10~29% separately;When the steel textile fiber mixes the quantity is 0.5%,1%,its compressive strength increases approximately 3%~10%,5%~13% separately.Mixes the quantity with the regeneration aggregate is 70%,steel textile fiber mixes the quantity is 0.5% carries on the steel textile fiber regeneration proportioning of concrete design,may cause it to obtain the good workability,the satisfied intensity and the efficient request." @default.
- W2380730449 created "2016-06-24" @default.
- W2380730449 creator A5053400594 @default.
- W2380730449 date "2012-01-01" @default.
- W2380730449 modified "2023-09-25" @default.
- W2380730449 title "Experiments of compressive strength mechanical properties of steel fiber recycled concrete" @default.
- W2380730449 hasPublicationYear "2012" @default.
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