Alkali silica reaction (ASR) is detrimental to concrete. It is a time-dependent phenomenon, which can lead to strength loss, cracking, volume expansion, and premature failure of concrete structures. In essence, it is a particular chemical reaction involving alkali hydroxides and reactive form of silica present within the concrete mix. Geopolymer is a type of alkaline activated binder synthesized through polycondensation reaction of geopolymeric precursor and alkali polysilicates. In this thesis, three types of reactive aggregates with different chemical compositions were used. Systematic laboratory experiments and microstructural analysis were carried out for the geopolymer concrete and the OPC concrete made with the same aggregates. The result suggests that the extent of ASR reaction due to the presence of three reactive aggregates in geopolymer concrete is substantially lower than that in OPC based concrete, which is explained by the pore solution change and verified through their microstructural variations and FTIR images.

No description available.

An economical process for the elimination of nutrients to receiving waters.is a major problem now facing modern wastewater treatment. The purpose of this investigation was to determine the feasibility of soluble phosphate removal in a flyash contact system. The investigation consisted of experiments involving batch adsorption studies and continuous flow studies. Removal kinetics and relationships between contact time, “t” , and flyash concentration, “D_f”, were evaluated using batch adsorption techniques. Of the two flyash samples tested the high alumina content flyash exhibited the best rate of phosphate removal. The high alumina content flyash yielded an average removal capacity of 2.47 x l0⁻⁴ grams of phosphorus per gram of flyash, whereas the low alumina content flyash yielded an average capacity of only 1.61 x 10⁻⁴ grams of phosphorus per gram of flyash. Continuous flow operations were conducted using both types of flyash so as to observe the removal in an actual process situation. The phosphate removal was concluded to be both physical and chemical in nature, with two removal mechanisms predominating. The primary physical mechanism involved the phosphate adsorption on the alumina surface found in the flyash. The chemical removal mechanism was postulated to be the precipitation of phosphate as Mg₃(PO₄)₂ and Ca₃(PO₄)₂ at pH levels above 8.0. / Master of Science

published_or_final_version / Environmental Management / Master / Master of Science in Environmental Management

Thesis (Master of Engineering in Chemical Engineering)--Cape Peninsula University of Technology, 2018. / Zeolites have found applications as heterogeneous or solid catalyst in the petrochemical and refining industries. Zeolite ZSM-5 in particular is a highly siliceous solid catalyst with a porous network that consists of medium pore structure (pore openings 5-5.5 A). The solid catalyst (ZSM-5) is well known for its high temperature stability and strong acidity, which makes it an established catalyst used for different petrochemical processes such as Methanol-To-Gasoline (MTG), isomerisation, disproportionation, and cracking. Unlike in the past, the synthesis of zeolite ZSM-5 from other sources that contains silica (Si) and alumina (Al) with the addition of a template (TPBr) as a structure-directing agent is eminent. Its synthesis can be achievable from coal fly ash that is a waste material and a cheap source of Si and Al. Coal fly ash is a waste material that is produced during the combustion of coal to generate electricity. The elemental composition of coal fly ash consists of mostly SiO2 and Al2O3 together with other significant and trace elements. Zeolite ZSM-5 catalyst synthesised from coal fly ash by previous authors required an excessive amount of additional source of silica even though the XRD spectra still show the presence of quartz and mullite phase in the final products. These phases prevented the use of fly ash (solid) as a precursor to synthesise zeolite ZSM-5 products. However, the synthesis of high purity zeolite ZSM-5 products by extracting silica and alumina from South African fly ash and then using it with small amounts of fumed silica was investigated This aim was achieved by fusing fly ash (FA) with sodium hydroxide (NaOH) under hydrothermal condition set at 550 oC for 1 hour 30 minutes. The quartz and mullite phase observed by previous authors was digested by the fusion process. Thereafter, the treatment of fused fly ash filtrate (FFAF) with concentrated H2SO4 (98-99%), precipitated silica and removed Al that therefore increased the Si/Al ratio from 1.97 in fly ash (FA) to 9.5 in the silica extract (named fused fly ash extract). This route was designed to improve the quality of the final products and reduced the amount of fumed silica added to the synthesis mixture prior to hydrothermal synthesis. In this line of investigation, the process of adding fumed silica to the hydrothermal gel was optimised. H-FF1 with a Si/Al ratio of 9.5 was synthesised using the silica extract without the addition of fumed silica. Its XRD, SEM and relative crystallinity results proved that H-FF1 was inactive and hence was not further characterised and utilised in the conversion of methanol to hydrocarbons (MTH). Purer phase zeolite ZSM-5 products (H-FF2 and H-FF3) that were synthesised from silica extract with the addition of small amounts of fumed silica were characterised and successfully used in the methanol to hydrocarbons (MTH) reaction. The synthesised ZSM-5 products had different Si/Al ratio, different morphology, crystal size, BET surface area, and relative crystallinity as well as different trends in the MTH reaction. It was also observed that H-FF2 and H-FF3 (pure phase) solid catalyst deactivated faster than the commercial H-ZSM-5 in the MTH reaction. However, the MTH conversion over H-FF2 competed with that of the commercial H-ZSM-5 within 3 hours of time on stream (TOS) but later deactivated at a faster rate. This was caused by the large crystal size and reduced BET surface area of H-FF2 when compared to the commercial H-ZSM-5. However, H-FF2 performed better than H-FF3 on stream (MTH reaction) due to its smaller crystal size and higher BET. This study has successfully utilised a route that synthesised high purity zeolite ZSM-5 products from the South African fused fly ash extract (FFAE) with the addition of small amounts of fumed silica. The properties of the synthesised zeolite ZSM-5 products (H-FF2 and H-FF3) were similar to that of the commercial H-ZSM-5 as well as active in the MTH reaction. This promoted the utilisation of a waste material (coal fly ash) to synthesise highly siliceous zeolite ZSM-5 products that avoided the presence of mineral phases from fly ash in the final products.

Fly ash is a lightweight coal combustion by-product (CCB) separated from the exhaust gases of power generating plants using suspension-fired furnaces in which pulverized coal is used as the fuel. Its physical and chemical properties make it useful in construction and industrial materials, especially in cement manufacturing, concrete, liquid waste stabilization, and hydraulic mine backfill. The addition of fly ash into aluminum alloys has the potential to reduce the cost and density of aluminum castings while improving other physical and mechanical properties of the resulting metal matrix composites (MMCs). <p> This study investigated the effect of fly ash addition on the mechanical properties and microstructural behaviour of aluminum casting alloy A535. The unreinforced A535 alloy and its MMCs containing a mixture of 5 wt.% fly ash and 5 wt.% silicon carbide, 10 wt.% fly ash and 15 wt.% fly ash were investigated in the as-cast and solution heat treated conditions. Microhardness measurements, Charpy impact testing, tensile testing, optical microscopy, scanning electron microscopy (SEM), energy dispersive X-ray spectrometry (EDS), inductively coupled plasma/mass spectrometry (ICP/MS), X-ray diffractometry (XRD), and X-ray fluorescence spectroscopy (XRF) were used to evaluate these effects. <p> The results of this study show that increasing the fly ash content of the melt increased the porosity of the castings, which ultimately affected the density, tensile and impact properties of the MMCs. The density, microhardness, tensile strength and Charpy impact energy of the composites decreased with increasing fly ash content. The decline in density of the MMCs was due to extensive porosity developed with fly ash addition. Depletion of solid solution strengthening magnesium in the matrix was the reason observed for the decline in hardness. The loss in Charpy impact energy and tensile properties of the MMCs are also attributed partly to the depletion of solid solution strengthening magnesium atoms from the matrix and partly to porosity. <p> Microstructural studies revealed non-uniform distribution of reinforcement particles in the composites. The fly ash particles were found to congregate at the boundaries of a-aluminium dendrites in the castings. Mg content of A535 alloy decreased with increasing weight fraction of fly ash. Mg was found to be tied up in a complex network of Mg2Si thereby reducing its availability in the matrix for solid solution strengthening.

Fly ash is a lightweight coal combustion by-product (CCB) separated from the exhaust gases of power generating plants using suspension-fired furnaces in which pulverized coal is used as the fuel. Its physical and chemical properties make it useful in construction and industrial materials, especially in cement manufacturing, concrete, liquid waste stabilization, and hydraulic mine backfill. The addition of fly ash into aluminum alloys has the potential to reduce the cost and density of aluminum castings while improving other physical and mechanical properties of the resulting metal matrix composites (MMCs). <p> This study investigated the effect of fly ash addition on the mechanical properties and microstructural behaviour of aluminum casting alloy A535. The unreinforced A535 alloy and its MMCs containing a mixture of 5 wt.% fly ash and 5 wt.% silicon carbide, 10 wt.% fly ash and 15 wt.% fly ash were investigated in the as-cast and solution heat treated conditions. Microhardness measurements, Charpy impact testing, tensile testing, optical microscopy, scanning electron microscopy (SEM), energy dispersive X-ray spectrometry (EDS), inductively coupled plasma/mass spectrometry (ICP/MS), X-ray diffractometry (XRD), and X-ray fluorescence spectroscopy (XRF) were used to evaluate these effects. <p> The results of this study show that increasing the fly ash content of the melt increased the porosity of the castings, which ultimately affected the density, tensile and impact properties of the MMCs. The density, microhardness, tensile strength and Charpy impact energy of the composites decreased with increasing fly ash content. The decline in density of the MMCs was due to extensive porosity developed with fly ash addition. Depletion of solid solution strengthening magnesium in the matrix was the reason observed for the decline in hardness. The loss in Charpy impact energy and tensile properties of the MMCs are also attributed partly to the depletion of solid solution strengthening magnesium atoms from the matrix and partly to porosity. <p> Microstructural studies revealed non-uniform distribution of reinforcement particles in the composites. The fly ash particles were found to congregate at the boundaries of a-aluminium dendrites in the castings. Mg content of A535 alloy decreased with increasing weight fraction of fly ash. Mg was found to be tied up in a complex network of Mg2Si thereby reducing its availability in the matrix for solid solution strengthening.

Thesis (M. Phil.)--University of Hong Kong, 1998. / Includes bibliographical references (leaves 222-238).

Varieties of masonry units such as burnt clay bricks, stones and concrete products are used for masonry construction. Even though these materials are durable, they are considered as unsustainable options because of the issues concerning energy, environment and conservation of natural resources. The walling materials are consumed in bulk quantities and hence large quantities of natural resources are depleted. There is a need for energy efficient and environment friendly alternative materials for masonry. Fly ash is an industrial by-product from the coal based thermal power plants which can be exploited for manufacturing of masonry units such as fly ash blocks/bricks, which are an alternative for conventional masonry units. Fly ash-Lime-Gypsum (FaL-G) bricks can be manufactured by compaction of a mixture of fly ash-lime-gypsum and water. The behaviour of FaL-G brick masonry is inadequately explored area and hence the thesis is focused on understanding the flexural behaviour of FaL-G brick masonry and bond development phenomenon at FaL-G brick-mortar interface. A brief introduction to the fly ash-based masonry units and literature review with respect to utilizing fly ash in manufacturing masonry units are presented. Characteristics of raw materials used and the procedure followed in casting of masonry units/compacts, mortar and their assemblages including testing methods have been discussed. Characteristics of FaL-G brick, mortars, FaL-G brick masonry are presented. Apart from determining the stress-strain relationships for these materials shear strength parameters of FaL-G compact, mortar and brick-mortar joint were determined. Mohr-Coulomb failure envelopes for FaL-G compact and mortar are presented. The mechanism of bond development in masonry is discussed. FaL-G brick masonry shows considerably higher bond strength when compared with the bond strength of conventional brick masonry. Results of micro-structure analysis (SEM, XRD and TGA) of the FaL-G brick-mortar interfaces confirm the formation of chemical bond in addition to mechanical interlocking of cement hydration products into brick pores. Flexural behaviour of FaL-G brick masonry wallettes in the two orthogonal directions was studied. The flexural strength, displacement profiles and load-displacement curves were determined, and moment-curvature relationships were established. Linear elastic analysis performed closely predicted the cracking flexural stress in FaL-G brick masonry. A brief introduction to the computational modelling of masonry using different approaches has been presented. Literature review with respect to simplified micro-modelling approach has been discussed. The flexural behaviour of FaL-G brick masonry panels under lateral loads was predicted using a non-linear 3D finite element analysis. The finite element model reasonably predicted the flexural behaviour of FaL-G brick masonry panels. The thesis ends with summary of research work with a note on scope for further research.

The present study was aimed at developing a new inexpensive and accurate analytical method for determining the glass content of slag and fly ash. Infrared absorption spectroscopy using an internal standard proved to be the method of choice. Both synthetic and commercial slags and fly ashes were investigated.