Effect of Adding Industrial Wastes on the Mechanical Properties of Gypsum (original) (raw)

Utilization of Construction Waste as Raw Material in Manufacturing of Gypsum-Based Composites

Materials, methods & technologies, 2015

This paper presents a laboratory investigation of new application opportunity of building waste materials and potential usage as a component in production of gypsum based building materials. Production of new type eco-friendly gypsum based composites was studied as a potential utilisation sector. The main focus is directed on gypsum binder mixture properties examination with different proportion of incorporated construction waste materials 5-45%. It was designed and tested fresh state behaviour of gypsum-waste mixture and specimens in standard water/binder ratio. Construction waste material is a fines obtained by combined crushing-sorting installations. Slump flow test of gypsumwaste suspension and dry samples characteristics as compressive and flexural strength, water absorption and shrinkage were tested. On the basis of the obtained results, it was established that the prepared gypsum-waste mixture is an alternative for the production of gypsum based building products. Using the t...

Experimental Study on Gypsum as Binding Material and Its Properties

Cement is widely noted to be most expensive binding material. The entire construction industry is in search of suitable and effective waste product that would considerably minimize the use of cements and ultimately reduces the construction cost. Gypsum which has the pozzolonic properties is a way forward. The possibility of using Gypsum as a construction material need to be investigated. Two types of Gypsum namely Natural Gypsum (NG) and Flue-Gas Gypsum (FGG) are commonly used in construction industry. A comparative study on effects of concrete properties when Gypsum is partially mixed with Lime and Fly ash is discussed. The compressive strength of concrete will be mainly studied. The study suggests that Gypsum has the potential to be used as replacement for cement, having good compressive strength performance. In Gypsum concrete different types of binding materials are rationally combined to produce a cementations composite that drives benefits other than cement concrete mixture. In this project, Gypsum, Lime and Fly ash will be used in proportions as concrete mixture and then fibers will be added together to form a Gypsum concrete. The present investigation is aimed to study the strength characteristics by casting and testing the specimens for 28 days. The compressive strength and splitting tensile strength of sample to be investigated individually by varying the percentage of Gypsum (80%, 70%, 60%), Lime (10%, 20%, 30%) and Fly ash (10%, 20%).

Gypsum as a Construction Material-A Review of Recent Developments

Gypsum, due to its unique property and pleasing appearance has made it the material of choice in the construction industry. Gypsum products hold a predominant position in the construction space due to their excellent insulation property both thermal and acoustic and effective fire protection. When used precisely with the innovative materials gypsum can develop the ability against moisture penetration and stability towards impact. Several research works have been done on the mechanical property and durability of gypsum under various circumstances. This paper gives an outline of the process of hydration, dehydration and setting of gypsum of the various admixtures on gypsum. This paper is also concerned with the effect of different types of fibres on gypsum products. Moreover, this paper tries to glean out the previous experimental and analytical studies on gypsum that will serve as a tool for future research works. Efforts have been made to summarize all the information available on the topics related to gypsum and suggestions for future work are also presented.

Investigation on the mechanical properties of gypsum soil

Proceedings of the ICE - Construction Materials, 2013

Gypsum soils are considered to be a class of problematic soils which cause severe damage to highways and many other engineering infrastructures. They have an acceptable strength and stiffness in their natural state, but often have low strength and large settlement when soaked. This article presents the results from an experimental investigation into the mechanical behaviour of two artificial clay-gypsum soils. Experimental tests including Atterberg limits, compaction, settlement, unconfined compressive strength and California bearing ratio were carried out on samples of clay–gypsum soil with different percentages of gypsum. The results indicated that the maximum dry unit weight decreased and optimum water content increased by increasing the gypsum content. Furthermore, settlement, strength and California bearing ratio values were considerably decreased by increasing the gypsum content before and after soaking.

Eco-friendly construction materials using gypsum and industrial wastes

2007

The sustainable world's economic growth and people's life improvement greatly depend on the use of alternative products in the architecture and construction, such as industrial wastes. These materials conventionally have been referred to as "green materials". Cork (bark of the plant Quercus Suber L), a substance largely produced in Portugal, is a material whose characteristics are of considerable interest for the construction industry. It is regarded as a strategic material with enormous potential due to its reduced density, elasticity, compressibility, waterproofing, vibration absorption, thermal and acoustic insulation efficiency (Gil 2005 & Hernández-Olivares, 1999). Currently the world's annual paper consumption is in the order of 370 million tonnes (www.walesenvtrust.org.uk, 2007). Recycling of paper is generally considered to be the priority and best practicable environmental option. The cellulose is a self agglutinant material, when saturated and pressed link together its own particles. This material can provide a good binding agent for the used materials. Tyres are produced at 250 million units each year in Europe (www.specialchem4polymers.com, 2004) and nowadays, there are recycling companies that proceed to shredding of used tyres, obtaining separated materials such as crumbed rubber particles, steel fibres and textile fibres from the tyre beads and reinforcement. The textile fibres have applications for use in insulation materials or as fibre reinforcing in concrete products (www.wastebook.org, 2007). In this research work the recycled used tyres textile fibres were used with the objective of providing reinforcement for gypsum composites. The gypsum is a large used material in building construction by its diverse applications. However it is up till now a material with a lack of know-how, mainly at research level. The European production of extracted gypsum attained 21milions in 1996. The European industry

Optimisation of secondary waste gypsum for mechanical stability in road (base) and foundation

2019

This research was undertaken to close the knowledge gap in factory gypsum wastes. Tests were prepared on industrial by-products to determine suitability. Phase one tests revealed binary and ternary mixtures of gypsum wastes greater than 40% showed reduced strength at 7, 28 and 90 days. Mixture with the proportions of 15%V-B5G (Vitamin B5 Gypsum), 37.5%RAF (Reclaimed Asphalt Filler) and 47.5%GGBS attained the highest compressive strength of approximately 30MPa at 28 days. One of the dominant factors that influenced the strength of SYSTEM 2 and 2A was the presence of calcium sulphate CaSO4 (CaO + SO3) in the PG / V-B5G materials, calcium silicate – CaSiO3 (CaO + SiO2) in the GGBS and the pozzolanic activity (SiO2 + Fe2O3 + Al2O3) in the RAF. The results suggest there are mixtures in all the SYSTEMS that are suitable for use as road (base) and foundation materials.

Redesigning lightweight gypsum with mixes of polystyrene waste from construction and demolition waste

Journal of Cleaner Production, 2019

Perlite and vermiculite are commonly used aggregates for lightweight gypsums, but they cause negative environmental impacts due to the high energy demand needed during their manufacture. Therefore, this paper studies the physical and mechanical behavior of lightweight gypsums using incorporating mixes of polystyrene wastes, both extruded (XPS) and expanded (EPS) polystyrene, in order to substitute perlite and vermiculite and achieve new materials complying with circular economy criteria. For this, and experimental plan was designed and 33 series of gypsums were prepared containing different percentages of EPS and XPS waste and also reference samples (with no additions). These samples were tested in the laboratory and the following tests were developed: dry density, superficial hardness, mechanical strengths and thermal behavior. A comparative analysis evidenced that it is viable to obtain lightweight gypsum when adding mixes of XPS and EPS waste. These gypsums containing polystyrenes comply with the current standards and have lower density than currently used lightweight gypsums and similar mechanical strengths.

Influence of different water types on the physical and mechanical properties of gypsum

Brazilian Journal of Oral Sciences, 2015

Aim: To evaluate if gypsum mixed with different water types, with their different compositions influence the dimensional change, surface roughness and compressive strength of type IV and V gypsum specimens. Methods: Sixty specimens were fabricated from metal matrices and divided into six groups (n=10) according to the used type of gypsum and water: G1, G2 and G3-type IV gypsum and tap, mineral and distilled water, respectively; G4, G5 and G6-type V gypsum and tap, mineral and distilled water, respectively. Water/powder ratio followed the manufacturer's recommendations (19 mL/100 g) in all groups. The same specimens were used for all tests. A micrometer dial evaluated the dimensional change. The surface roughness of three random points was determined with a rugosimeter; a universal testing machine performed the compressive strength test. The data were subjected to analysis of variance (ANOVA). Results: There was no statistically significant difference (p>0.05) between the three types of water in the studied variables. There was statistically significant difference (p<0.05) between the gypsum mixes for the dimensional change variable. Conclusions: The different water types, with their different compositions, did not influence the analyzed physical and mechanical properties.

Comparison of Mechanical Properties of Gypsum with and without Polypropylene Fibers

International Journal of Computational and Experimental Science and Engineering, 2021

Gypsum is a mineral belonging to the group of sulfates, i.e., sulfuric acid, which is often found in Earth's crust. In this paper, two main types of gypsum, gypsum α and gypsum β, with different water content were prepared. Samples with and without polypropylene fibers, with different fiber content and different fiber lengths during preparation, produced in a gypsum factory located in the Debar region, North Macedonia, were studied. Physical properties such as density, porosity, water absorption capability and their kinetics, packing factor, hardening and others were examined using different methods. The main goal of this paper was the determination of mechanical properties of gypsum such as the compressive and flexure strength and the module of elasticity of the gypsum prisms. For the determination of elastic properties, the nondestructive method of ultrasound testing was used. In this test, the strength and quality of a prism is assessed by measuring the velocity of an ultraso...