Abstract

Natural hydraulic lime-based grouts are often used in the structural consolidation of old stone masonry walls, mainly to re-establish the monolithic behaviour of masonry constructions. To ensure an adequate grouting operation, it is essential to have good fresh and hardened grout properties. The motivation of the present study was to examine the fresh and hardened properties of natural hydraulic lime grouts with nano-silica (NS) and silica fume (SF). The contribution of these materials and the dosage of a high range water reducer admixture (HRWR) were investigated on the rheological properties, water capillarity, open porosity and mechanical strength of injection grouts. The effects on rheology were analysed through plastic viscosity and yield stress. The results indicated that, even for reduced NS content, an increase in plastic viscosity and yield stress occurred, which required a higher HRWR content in order to not compromise the grout’s rheological performance. The results also showed that, when NS and SF were combined, a beneficial joint effect occurred, resulting in a substantial and positive change on the mechanical strength and microstructure of the hardened injection grouts. Taguchi’s method was used to optimize the grout’s formulation and to fulfil the required performance concerning the fresh and hardened state.

Highlights

  • Ordinary or historical buildings in most European cities were built of old stone masonry walls [1]

  • In order to improve the fresh and hardened performance of injection grouts based on natural hydraulic lime (NHL), this study examines the performance of NHL-based grouts proportioned with NS

  • The analysis of the contribution of each factor considered in this study reveals that high range water reducer admixture (HRWR) dosage is the factor with the highest impact on yield stress values

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Summary

Introduction

Ordinary or historical buildings in most European cities were built of old stone masonry walls [1]. Based on the above mentioned, it can be stated that the performance of old stone masonry relies on their monolithic behaviour rather than on the mechanical properties of individual elements. In order to improve the fresh and hardened performance of injection grouts based on natural hydraulic lime (NHL), this study examines the performance of NHL-based grouts proportioned with NS This examination was done by analysing the results obtained from the rheological measurements through rotational rheometer, water absorption by capillarity, open porosity and compressive strength. The knowledge gained of the NHL-based grouts with NS will be used to better understand their contribution in future studies related to the optimization of injectability of grouts

Materials
Taguchi Method
Grout Preparation
Rheological Measurements
Compressive Strength
Porosity
Water Absorption by Capillarity
Drying
Resultsvalues and Discussion
Water Absorption and Open Porosity
Influence
10. Influence
Conclusions

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