Self-healing behavior of strain hardening cementitious composites incorporating local waste materials

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Use of bacterial cell walls to improve the mechanical performance of concrete (2013, neutral): “2 mm) [40,43].”
Nanoscale characterization of engineered cementitious composites (ECC) (2011, background): “In addition to ECC formulae containing large quantities of fly ash [8] or granulated ground blast furnace slag [9] for increased sustainability, several ECC formulae containing nanomaterials have been developed.”
Self-healing capability of cementitious composites incorporating different supplementary cementitious materials (2013, background): “The most probable reason for this trend may be attributed to the fact that flexural strength is governed by more complex material properties, such as tensile first cracking strength, ultimate tensile strength and tensile strain capacity, particularly in the case of strain hardening cementitious mate”
Coupled effects of crack width, slag content, and conditioning alkalinity on autogenous healing of engineered cementitious composites (2016, background): “[32] where ECC experienced similar water/dry cycles, a fitted line was drawn to illustrate this coupled effect of crack width and slag content on the autogenous healing of ECC.”
Addressing Infrastructure Durability and Sustainability by Self Healing Mechanisms - Recent Advances in Self Healing Concrete and Asphalt (2013, background): “The following conclusions can be drawn based on this investigation (Qian et al 2009): 1.”