Abstract

This study describes the relationship between the physio-mechanical and chemical properties of sand-lime materials which have undergone hydrothermal treatment, and which were modified through the introduction of glass components (90% glass sand, GS). Process parameters such as temperature, pressure and saturation vapor pressure were found to have a significant impact on the series of chemical reactions as well as on the formation and transformation of solid hydrates. During the stirring process of sand-lime mass, the temperature of the reaction between lime and water in the presence of quartz sand (QS) was determined to be 83 °C. In the presence of glass sand, measured temperature was only 42 °C. Thermodynamic equilibrium-based modelling was applied to predict stable phase assemblages in the studied systems. It was found that compositional modification along with the application of the autoclaving process resulted in the formation of two crystalline phases: natrolite and gyrolite. Compressive strength and density were also assessed. The strength of fresh laboratory samples was found to be greater than their traditional analogues by 15 MPa. In addition to experimental characterization, sand-lime materials were also modeled using neural networks (backpropagation neural network, BPNN) which serve as a universal approximation method capable of modelling complex functions.

Highlights

  • The construction industry has a special impact on the terrain and environmental changes in the areas where it is incorporated

  • C-S-H) which is found in traditional concrete hydrated at ambient or sub-ambient conditions. Because of these mineralogical changes, this study focuses on the relationship between the physio-mechanical and chemical properties of sand-lime materials which undergo hydrothermal treatment and which were modified through the introduction of glass components (GS)

  • Compressive strength, impregnability and bulk density of the autoclaved silicate products were measured according to the CEN standards (European Committee for Standardization): PN-EN 772-13: 2001, CEN

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Summary

Introduction

The construction industry has a special impact on the terrain and environmental changes in the areas where it is incorporated. The production of building materials is currently directed towards recycling and sustainable development. This incentive is largely associated with global climate changes, which are increasingly noticeable, and which have been clearly visible since the beginning of. Sustainable construction is considering paths leading to the reduction of the depletion of natural resources through e.g., the use of passive systems in buildings [3,4,5,6,7]. The current level of cement production is around 4.2 B tons (2018) which allows to produce over 30 B tons of concrete [10,11]. One of the most popular additions (especially to concrete) to reduce the amount of cement is fly ash

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