4.7 Article

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

期刊

CEMENT & CONCRETE COMPOSITES
卷 54, 期 -, 页码 89-99

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2014.08.001

关键词

Rock-filled concrete; Self-compacting concrete; Workability; Mix design method; Integrated performance; Practical application

资金

  1. National 863 Technology Research and Development Program of China [2012AA06A112]
  2. State Key Program of National Natural Science Foundation of China [51239006]
  3. Programs of State Key Laboratory of Hydro Science and Engineering [2010-ZY-2, 2012-KY-02]
  4. Postdoctoral Science Foundation of China [2011M500324, 2013M540100]

向作者/读者索取更多资源

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. (C) 2014 Elsevier Ltd. All rights reserved.

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