Research on Ultra-High Performance Concrete with Rice Husk Ash
Tests were carried out on the properties of Ultra-High Performance Concrete (UHPC) by partially or completely replacing Silica Fume (SF) by Low-temperature Rice Husk Ash (L-RHA).The results show that the activity and adsorptive capacity of L-RHA is greater than SF; The compressive strength of UHPC is increased by both the filling effect and the secondary hydration effect for L-RHA,but only by the filling effect for SF.However,more than 10% dosage of L-RHA or SF reduces the early compressive strength of UHPC.The compressive strength of UHPC with two blends of L-RHA and SF with less than 10% dosage of each ingredient is higher than the one with only a blend of ingredient,L-RHA or SF.
Low-temperature rice husk ash (L-RHA) Ultra-high performance concrete (UHPC) Silica fume (SF) Secondary hydration (SH)
Er-bu TIAN Yi-zhou ZHUANG Feng-chao Wang
Sanming University, Sanming, Fujian Province, China, 365004;Fuzhou University, Fuzhou, Fujian Provin Fuzhou University, Fuzhou, Fujian Province, China, 350002 Sanming University, Sanming, Fujian Province, China, 365004
国际会议
济南
英文
131-135
2013-05-18(万方平台首次上网日期,不代表论文的发表时间)