Fresh State Behavior of Self Compacting Concrete Containing Waste Material Fibres

An Experimental Study on Effect of Waste Tire Rubber on the Fresh and Hardened Behavior of Self-compacting Concrete

The development of environmentally accepted methods of used tire disposal is one of the greatest challenges that waste management experts face today. Use of waste rubber particles as aggregate in self-compacting concrete is a suitable solution for the environmental hazards of waste tires being produced on a large scale. The aim of this work is to investigate the influence of the size of waste r...

Rheological and Mechanical Properties of Light Weight Self-Compacting Concrete Containing Sirjan Iron Mine Waste

Recycling is a logical option for materials that are not suitable for composting. One of these materials is iron mines waste that, according to their compounds, can be used as a substitute part of cement in concrete. For this aim, rheological and mechanical properties and durability of light weight self-compacting concrete (LWSCC) containing Sirjan iron mine waste (SIMW) as partial substitute o...

Controlling Fresh Properties of Self-Compacting Concrete Containing Waste Glass Powder and its Influence on Strength and Permeability

Adjustment of superplasticizer (SP) dosage is one of the main factors in proportioning of self-compacting concrete (SCC) mixtures. The quantity of SP has to be within certain limits to avoid segregation or bleeding, which otherwise could alter the microstructure of concrete and affect its performance in the longer-term. Since SCC is produced with high cement content, some issues, such as high c...

Self-compacting Concrete (scc)

Using Waste Marbles in Self Compacting Lightweight Concrete

Abstract—In this study, the effects of waste marbles as aggregate material on workability and hardened concrete characteristics of self compacting lightweight concrete are investigated. For this purpose, self compacting light weight concrete are produced by waste marble aggregates are replaced with fine aggregate at 5%, 7.5%, and 10% ratios. Fresh concrete properties, slump flow, T50 time, V fu...