Hardened properties of self-consolidating high performance concrete including rice husk ash

By Mohammed Safiuddin, J. West, Khaled Soudki. 2010

172 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Pollution

View Paper: https://www.semanticscholar.org/paper/2d113fd3ef0024288186c50b20358b4f917c4b99

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In Civil and Structural Engineering

Citations in the corpus

Rice husk ash as a partial replacement of cement in high strength concrete containing micro silica: Evaluating durability and mechanical properties (2017, background): “A quasi-uniform tensile stress which developing along the diameter of the specimen and only maximal force is measured on the specimen it should be noted that tis test is not for determination of the tensile response of concrete that need structural analysis and undirected determination[8].”
Utilization of limestone powder to improve the properties of self-compacting concrete incorporating high volumes of untreated rice husk ash as fine aggregate (2013, background): “examining the utilization of rice husk ash (RHA) as a cement replacement has demonstrated that incorporation of RHA in SCC decreases the unit weight, flowability, water absorption, total porosity, compressive strength, ultrasonic pulse velocity, and cost [17–20].”
Mechanical and durability properties of self consolidating high performance concrete incorporating natural zeolite, silica fume and fly ash (2013, background): “The special criterion for performance of SCHPC is presented in Table 1 [4].”
An investigation of rheological properties of cement-based grout mixed with rice husk ash (RHA) (2015, background): “The other studies examining the utilization of rice husk ash (RHA) as a cement replacement have demonstrated that incorporation of RHA in self compacting concrete (SCC) decrease the unit weight, flowability, water absorption, total porosity, compressive strength, ultrasonic pulse velocity, and cost ”