Pore size distribution and compressive strength of waste clay brick mortar

摘要: Abstract This paper reports the results of an investigation pore size distribution mortar that contains varying amounts ground brick from different European types. Clay deriving four countries was to roughly cement fineness and used partially replace in quantities 0%, 10%, 20% 30% standard mortars. The volume, distribution, threshold radius strength these mortars were tested for curing periods up one year. presence (GB) alters significantly compressive this is attributed both dilution effect production additional C–S–H gel reaction GB with CH. refines reflected values obtained mixes. A critical relationship between also observed.