Permeation properties of self-compacting concrete

By Wenzhong Zhu, Peter J.M. Bartos. 2003

241 citations recorded by the source corpus.

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Cracking Control of Concretes Modified with Short AR-glass Fibers at Early Age. Experimental Results on Standard Concrete and SCC (2007, background): “Nevertheless, the higher amount of fine particles increases compacity and reduces porosity, achieving a less permeable and more durable material [19,20].”
Influence of compaction on the interfacial transition zone and the permeability of concrete (2006, background): “of similar strength [21], but it is also possible that both are in the same order of magnitude [22].”
Self-compacting concrete with different levels of pulverized fuel ash (2010, unknown): “This is compared with other studies [35,37].”
Fresh properties of self-compacting concrete with plastic waste as partial replacement of sand (2017, background): “Constant water-to-binder (w/b) ratio of 0.32 and binder content of 520 kg/m3 were designated to produce SCCs.”
Influence of the interfacial transition zone and microcracking on the diffusivity, permeability and sorptivity of cement-based materials after drying (2009, unknown): “Zhu & Bartos [40] found the O2 permeability for OPC concrete with w/c 0.57 and 0.42, and cement: sand: gravel ratio of 1: 2.1: 3.25 and 1: 1.33: 2.33 respectively, to be 1.3×10-16m2 and 1.0×10-16m2.”