Rock-filled concrete, the new norm of SCC in hydraulic engineering in China

压实 极限抗拉强度 抗压强度 岩土工程 磁导率 土木工程 材料科学 工程类 复合材料 生物 遗传学
作者
Xuehui An,Qiong Wu,Feng Jin,Miansong Huang,Hu Zhou,Changjiu Chen,Chunna Liu
出处
期刊:Cement & Concrete Composites [Elsevier BV]
卷期号:54: 89-99 被引量:103
标识
DOI:10.1016/j.cemconcomp.2014.08.001
摘要

Rock-filled concrete (RFC) was developed in China in 2003 as an application of self-compacting concrete (SCC) that can then be used as “normal” concrete for massive concrete constructions. RFC is produced by filling the voids of rock blocks with SCC, which has good fluidity and segregation resistance. To guarantee the required workability of SCC, a mix design method for SCC based on its paste rheological characteristics was developed. The proposed method yielded practical benefits by saving on the amount of laboratory work, testing time, and raw materials. The integrated performance of RFC was studied by conducting tests on its compaction, compression strength, tensile strength, and permeability. Results indicated that RFC meets the requirements of hydraulic concrete. With two types of construction technology in practical application, RFC exhibits remarkable advantages, such as high construction efficiency, low cost, low heat of hydration, and low environmental load. These advantages contribute to a simpler construction management and an easier quality control, signifying that RFC is a promising technology in hydraulic engineering.
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