An assessment of some physical properties of lime hemp concrete

The slump test results show that the workability of the concrete decreased as the CFA content increased & the compressive strength of CFA concrete decrease with increasing

As seen, the density, the compressive strength and the Young’s modulus may vary according to many parameters such as: compaction energy [7,8], measuring method [14]

it is found that compressive strength increased by about 21%, flexural strength by 35% and split tensile strength by 10% when silica fume reduction in cement content at fixed

Obviously, high-strength concrete consists of lower water/binder ratio and significantly high binder content which results of shorter setting time and rapid workability

When water to binder ratio was increased from 0.35 to 0.45, slight differences in compressive strength values for concrete made with CEMI and 10% PFA were shown, while reduction

In the case of hardened concrete with slag and fly ash binder, the outcome of changing the proportion of the binder ingredients translates to the compressive strength of the

Geopolymer concrete strength found maximum at Binder ratio is 0.25 this suggests that the increase in the fly ash content in the mix compressive strength and split tensile

Keywords: - Self-Compacting Concrete, Rice Husk Ash, Shell Lime Powder, Split Tensile strength, Compressive strength, Flexural Strength, Locally available