Thank you for downloading properties of concrete. As you may know, people have look hundreds times for their chosen readings like this properties of concrete, but end up in malicious downloads. Rather than reading a good book with a cup of coffee in the afternoon, instead they juggled with some malicious virus inside their computer. properties of concrete is available in our digital library an online access to it is set as public so you can download it instantly. Our digital library hosts in multiple locations, allowing you to get the most less latency time to download any of our books like this one. Merely said, the properties of concrete is universally compatible with any devices to read.

Properties Of Concrete

This study presents the effect of incorporating metakaolin (MK) on the mechanical and durability properties of high strength concrete for a constant water/binder ratio of 0.3. MK mixtures with cement replacement of 5, 10 and 15 % were designed for target strength and slump of 90 MPa and 100 ± 25 mm. From the results, it was observed that 10 % replacement level was the optimum level in terms of compressive strength. Beyond 10 % replacement levels, the strength was decreased but remained higher than the control mixture. Compressive strength of 106 MPa was achieved at 10 % replacement. Splitting tensile strength and elastic modulus values have also followed the same trend. In durability tests MK concretes have exhibited high resistance compared to control and the resistance increases as the MK percentage increases. This investigation has shown that the local MK has the potential to produce high strength and high performance concretes.

/pdf/effect-of-metakaolin-content-on-the-properties-of-high-31q33v9jwf.pdf

Effect of Metakaolin Content on the Properties of High Strength Concrete

THE STRENGTH OF CONCRETE MADE FROM SOUND, DURABLE MATERIALS DEPENDS UPON THE EXTENT TO WHICH THE SOLID PARTICLES ARE BONDED TOGETHER AND THE AMOUNT OF SOLID MATERIALS IN THE CONCRETE. THE BOND DEPENDS UPON THE PROPORTION OF CEMENT IN A GIVEN QUANTITY OF CONCRETE AND THE AMOUNT OF MIXING WATER. USING THESE BASIC PRINCIPLES SEVERAL METHODS FOR DESIGN ARE AVAILABLE. IN ANY CASE, THE MAINTENANCE OF A CONSTANT RATIO OF CEMENT TO MIXING WATER IS ESSENTIAL TO UNIFORMITY OF RESULTS. THE NEED FOR ACCURATE MEASUREMENT OF ALL MATERIALS IS EMPHASIZED AND ADEQUATE METHODS ARE DESCRIBED. AN EXAMPLE OF THE USE OF THE MORTAR-VOID METHOD OF DESIGNING TO MEET AN UNUSUAL CONDITION IS INCLUDED.

Design of concrete mixtures

The primary goal of concrete mixture design is to strike a balance among workability, compressive strength, durability, economic efficiency and sustainability. In this paper, for a given strength grade, the optimum paste consisting of cement, fly ash and slag, and the optimum ratio among paste, fine aggregate and coarse aggregate were optimized using the simplex centroid design method based on rheological properties. Results showed that the optimum content of total cementitious materials in concrete could be obtained according to the relationships between the workability, yield stress, plastic viscosity and the paste volume fraction. The optimum replacement of supplementary cementitious materials could be determined according to the rheological properties and compressive strength of concrete with ternary cementitious components. It is an effective way to optimize the mixture design of concrete based on the rheological properties using the simplex centroid design method.

Mixture design of concrete using simplex centroid design method

Determination of steel fibres distribution in self-compacting concrete beams using X-ray computed tomography

In recent years, interest has been growing in the use of gypsum as one of the most sustainable mineral binders. This chapter covers a range of gypsum products based on different modifications of gypsum binders. The sustainability of gypsum products during their life cycle is considered. A sustainable life cycle includes the energy efficiency of different manufacturing technologies for gypsum products, the use of industrial wastes containing calcium sulphate dihydrate as substitutes for natural gypsum and recycling of the wastes from gypsum-based construction materials (plasterboards, moulds) where they arise.

Sustainability of gypsum products as a construction material

Using mathematical modeling for design of self compacting high strength concrete with metakaolin admixture

A method for optimal design of steel fiber reinforced concrete composition

The increase of the consumption of gypsum products in construction industry with a limited amount of natural gypsum deposits requires alternative sources of gypsum-containing raw materials. In some countries which have fertilizers industry plants, the problem can be solved using industrial wastes, e.g. phosphorgypsum – a byproduct of fertilizers’ production. Kept in dumps over decades, phosphorgypsum is subjected to the chemical changes due to washing out impurities with rain and other natural factors. However, there are observed deviations of harmful impurities in dumped PG depending on its age., Phosphorgypsum of any age requires chemical treatment to neutralize remains of phosphorus and sulfuric acids, fluorine compounds. According to our researches one of the most simple and effective method of neutralization the impurities is using lime-containing admixtures. The paper presents results of laboratory tests of phosphorgypsum as a component of clinker and non-clinker binders. There were investigated the impact of phosphorgypsum as admixture for clinker binders to substitute natural gypsum. Neutralized phosphorgypsum can be applied as mineralizing admixture in calcination of Portland cement clinker. Adding 2 to 2.5% of phosphorgypsum as setting time regulator resulted in a similar physical and mechanical properties compared to mix made with natural gypsum. Another important area of phosphorgypsum application is sulphate activatoion of low-clinker blast-furnace slag cement (clinker content is less than 19%). According to results, the incorporation of phosphorgypsum as sulphate activator in cement has the better effect as natural gypsum. Other development has been carried out to modify the phosphorgypsum binder properties. Complex additive consisted of polycarboxylate-based superplasticizer and slaked lime permitted an increase mechanical properties of hardened phosphorgypsum binder due to significant a reduction of water consumption. Such modified binder can be used as partial or complete replacement of gypsum binder for filling cements and finishing plasters. It can substitute gypsum in non-clinker binders like supersulphated cements. There were also developed compositions of supersulphated cements based on low-alumina blast furnace slag and phosphorgypsum. Supersulphated cements were tested in normal-weight and light-weight concrete.

/pdf/application-areas-of-phosphogypsum-in-production-of-mineral-2uoj7lpsr4.pdf

Leonid Dvorkin

Papers

Sustainability of gypsum products as a construction material

Using mathematical modeling for design of self compacting high strength concrete with metakaolin admixture

A method for optimal design of steel fiber reinforced concrete composition

Application areas of phosphogypsum in production of mineral binders and composites based on them: a review of research results

Design estimation of concrete frost resistance