Rheological behaviour of cement mortar with recycled organic sand

The aim of this paper is the study of rheological behaviour of the recycled organic sand (ROS) in cement mortar, using derived sand from recycled asphalt pavement (RAP). Four substitutions amount of ROS sands (25%, 50%, 75%, and 100%) against the weight of natural sand (NS) were used to obtain M 25, M 50, M 75, and M 100 respectively which were compared with the reference mortar M 0. In this study, the water/cement (w/c) ratio was kept constant at 0.55 for all mixtures. Fresh properties were given form slump test and spread measurements, when, the rheological parameters such as shear stress, yield stress and plastic viscosity were obtained by using a rotating Anton Paar rheometer; the test result shows that both of slump and spread were negatively affected by increasing the sand substitution. The shear stress, yield stress and plastic viscosity were increased with the increasing the substitution amount. All mortars followed the Bingham model until 50% of ROS substitution, after this amount, the obtained mortars were segregated

Effect of crushed limestone sand and dust on the mechanical behaviour of river sand mixtures: An experimental study

Introduction: The present study aims to investigate the effect of crushed limestone sand (CLS) and limestone crushed sand dust (LCSD) on the physical and mechanical behaviour of reconstituted river sand (RS) using the volumetric substitution method. Methods: The study involved conducting direct shear tests on two substitution series to evaluate the effect of CLS sand with incremental increases of 0, 10, 20, 30, and 40%, and LCSD dust ranging from 0 to 35% in 5% steps on the mechanical behaviour of reconstituted river sand. All samples are prepared with 50% relative density and tested under three different normal stresses of 100, 200, and 300 kPa, respectively. Results: The results show that the substitution of river sand with CLS up to 30% enhances its mechanical properties; the peak shear strength reached a maximum value of 29% under 200 kPa of normal stress. The substitution of river sand for LSCD leads to a decrease in mechanical properties. However, a more in-depth analysis of the results obtained reveals an improvement in residual parameters, with up to 15% of substitution. Conclusion: Following a rigorous analysis of the obtained results, it was determined that sand reconstituted from a combination of 30% CLS and 15% LCSD offers optimal performance in terms of enhanced mechanical properties. This solution aligns significantly with the sustainable development of the Algerian government strategy promoting improved characteristics and preserving natural resources while meeting the stringent requirements of the geotechnical sector