The goal of this work was to create a method for improving the dispersion of silica fumes for use in high performance concrete. Traditional methods used to design and manufacture high performance concrete emphasize the removal of coarse aggregates. Use of specially sorted fine aggregates at relatively low doses, the use of super-plasticizers and siliceous excrement. The low water content was achieved by using superplasticizer on a polycarboxylate basis. The standard ultrasound technology found in each laboratory was selected for the dispersion of silica fume. For experiments were we used dry silica fume powder and aqueous stabilized suspension. For comparison, were prepared different mixtures which showed the effects of the treatment prior to the use of silica fume.

The modulus of elasticity is one of the basic characteristics of concrete defining elastic deformation of concrete and it plays a significant role in the static design of structures. Due to current trends in concrete technology, offering a wide variability in the proposals of the composition of concrete, there are changes not only in strength characteristics but also in the modulus of elasticity of concrete. The aim of this doctoral thesis is to study the dependence of different compositions on modulus of elasticity of concrete. Design of concrete composition is prepared with respect to the use of different types of cement, mineral admixtures, types and fractions of aggregates. The work is mainly focused on the determination of static modulus of elasticity in compression with the addition of dynamic modules. In the first phase determined modulus of elasticity are compared with tabulated values according to Eurocode 2, which are derived for the specific strength class of concrete. Part of this work is the compilation of the main technological aspects of concrete which can favorably affect the modulus of elasticity.

The use of cement in the building industry accounts for a large part of the world's CO2-emissions. In the developing part of the world where materials are costly and labour is cheap, cement is expensive. In Nepal, a country which is frequently hit by earthquakes, low-cement-content building blocks are already being made and research on how to reduce the cement content further is currently going on. The manufacturing process for these blocks varies significantly, so a method to predict block strength easily and implement cost-effective quality control could substantially enhance production quality. The purpose of this study is to investigate how to predict the strength of building blocks using the water content, cement content and bulk density. Additionally, it examines whether bulk density could serve as a reliable indicator of strength, which could simplify quality control by allowing blocks to be weighed. This, together with an evaluation of the production site performance, is used to calculate the theoretical improvement potential and a proposed cement reduction. Through experiments, the compressive strength was measured for blocks of mixes with different cement percentages under various water content conditions, resulting in blocks with differing bulk densities. This data was used to create a model that predicts the compressive strength. Field visits to five sites were conducted to evaluate the current performance and this data was used to calculate the improvement potential. The results show the importance of water for the workability of the mix and in turn the compressive strength of the blocks. More water and more material into the mold lead to an increase in the strength and the theoretical improvement potential for cement reduction is 50\% by only these measures. The bulk density is a promising indicator of the compaction and compressive strength and weighing the blocks at creation could potentially reduce the variability in the strength of the blocks.

The thesis deals with the measurement of the elastic modulus of concrete in existing structures and possibilities of applicability of equations for the calculation of characteristic values of concrete compressive strength on the modulus of elasticity. The modulus of elasticity is determined by dynamic and static methods on specimens taken from the concrete blocks, whose composition varies by a water cement ratio and varying amounts of admixtures. In conclusion, the results of the measurements are compared and the characteristic values of the modulus of elasticity is determined.

Since their inception, building materials are constantly improving. New ways to explore and improve the material's properties are constantly investigated (especially to improve the mechanical and deformation characteristics of the materials). This thesis is focused on identifying and comparing values of the modulus of elasticity of fine-grained composites. These features are compared with respect to water cement ratio, ageing and compressive strength of the investigated materials. Afterwards, the values of the modulus of elasticity are studied in the relation to the tested materials.