This study is a practice-led research project in the field of studio ceramics. It focuses on the materials and processes of making vessels and hollow sculptural forms by Kim Bagley, in partial fulfilment of the MAFA degree. The study is an examination of an intuitive approach to ceramic production expressing the chosen theme: clay-earth-skin. This theme is metaphorically linked to the physical origin (the earth) and skin-like quality of plastic clay and some hollow ceramic forms. The theme is also linked to the concept of materiality and the ideas of Claude Lévi-Strauss, concerning nature and culture, and Philip Rawson’s ‘potter’s space’. These theoretical ideas are explored in terms of an intuitive, empirical approach to ceramic materials. The working process and finished works are contextualised in terms of the historical production of Peter Voulkos and the contemporary practice of Gareth Mason and Yo Akiyama whose work can be read as related to the researcher’s through a common use of the clay-earth-skin theme in some form. This dissertation posits and elucidates the relationship between theory and studio practice. It takes the form of an exegesis, that is, a contextual translation, which seeks to both record and reflect on the making process, and what it reveals, using digital photographs and reflective writings. These tools facilitated the recognition that conceptual, theoretical ideas reoccur in the moments of making, within the studio context, which results in an integrated relationship between theory and practice. / Thesis (M.A.)-University of KwaZulu-Natal, Pietermaritzburg, 2010.

Unsaturated swelling clays are used in engineered barriers for waste disposal facilities due to their self-sealing ability and low hydraulic conductivity. The characterization of unsaturated clay behaviour is required for design of these barriers. In recent years, several small-scale laboratory and full-scale field tests have been conducted to characterize the mechanical and hydraulic behaviour of the unsaturated swelling clay. This focus of the present study is towards the development of constitutive models to simulate hydraulic and mechanical behaviour of precompacted unsaturated swelling clay, called the bentonite-sand buffer (BSB) material. Development, calibration, implementation, and application of the proposed constitutive models form the scope of the study. The results of laboratory triaxial tests with controlled suction and suction measurements are used to calibrate the constitutive models presented. An algorithm, called the PEM (Parameter Evaluation Method), which is useful to estimate constitutive model parameters and evaluate the performance of constitutive models is proposed. This algorithm has been used to estimate the parameters of two elasto-plastic constitutive models (i.e., the BBM (Alonso et al. 1990) and the BGM (Blatz and Graham 2003)) based on the laboratory tests results on the BSB material. New 3-dimensional porosity-dependent permeability model (kwn) and water retention surface (WRS) are developed in this study. The mathematical formulations of these models using parameters calibrated with laboratory tests conducted on the BSB material are provided. Implementation algorithms of the BBM, the BGM, the kwn, and the WRS in 2-phase flow hydraulic-mechanical (H-M) analysis using a 2D-finite difference method are also provided . Three combinations of hydraulic and mechanical constitutive models (linear elastic model, BGM, vanGenuchten (1980) and kwn models) are used to simulate small-scale infiltration processes in the BSB material. Two types of tests, constant volume (CV) and constant mean stress (CMS) tests are simulated using 2D-finite difference H-M analysis. The full-scale isothermal test (ITT) of AECL is modelled using 3 combinations of H-M constitutive models. The ITT experiment comprises of buffer, rock, and concrete materials. The selected combinations of H-M constitutive models are used in three types of analyses: buffer-only (BO); buffer-rock with 20x30m domain (BR); and time-dependent boundary conditions (BCt). The results of the study show that the applications of the elasto-plastic mechanical constitutive models and porosity-dependent permeability (kwn) model are improvements over existing constitutive models to model this class of problem. The rock properties and applied boundary conditions are significant in modelling the ITT experiment. The application of the time-dependent boundary condition can reduce the uncertainty of the rock properties and boundary conditions within the rock, so that it improves the model ability to simulate the hydraulic-mechanical behaviour of unsaturated swelling clay.

No description available.

No description available.

No description available.

No description available.

Unsaturated swelling clays are used in engineered barriers for waste disposal facilities due to their self-sealing ability and low hydraulic conductivity. The characterization of unsaturated clay behaviour is required for design of these barriers. In recent years, several small-scale laboratory and full-scale field tests have been conducted to characterize the mechanical and hydraulic behaviour of the unsaturated swelling clay. This focus of the present study is towards the development of constitutive models to simulate hydraulic and mechanical behaviour of precompacted unsaturated swelling clay, called the bentonite-sand buffer (BSB) material. Development, calibration, implementation, and application of the proposed constitutive models form the scope of the study. The results of laboratory triaxial tests with controlled suction and suction measurements are used to calibrate the constitutive models presented. An algorithm, called the PEM (Parameter Evaluation Method), which is useful to estimate constitutive model parameters and evaluate the performance of constitutive models is proposed. This algorithm has been used to estimate the parameters of two elasto-plastic constitutive models (i.e., the BBM (Alonso et al. 1990) and the BGM (Blatz and Graham 2003)) based on the laboratory tests results on the BSB material. New 3-dimensional porosity-dependent permeability model (kwn) and water retention surface (WRS) are developed in this study. The mathematical formulations of these models using parameters calibrated with laboratory tests conducted on the BSB material are provided. Implementation algorithms of the BBM, the BGM, the kwn, and the WRS in 2-phase flow hydraulic-mechanical (H-M) analysis using a 2D-finite difference method are also provided . Three combinations of hydraulic and mechanical constitutive models (linear elastic model, BGM, vanGenuchten (1980) and kwn models) are used to simulate small-scale infiltration processes in the BSB material. Two types of tests, constant volume (CV) and constant mean stress (CMS) tests are simulated using 2D-finite difference H-M analysis. The full-scale isothermal test (ITT) of AECL is modelled using 3 combinations of H-M constitutive models. The ITT experiment comprises of buffer, rock, and concrete materials. The selected combinations of H-M constitutive models are used in three types of analyses: buffer-only (BO); buffer-rock with 20x30m domain (BR); and time-dependent boundary conditions (BCt). The results of the study show that the applications of the elasto-plastic mechanical constitutive models and porosity-dependent permeability (kwn) model are improvements over existing constitutive models to model this class of problem. The rock properties and applied boundary conditions are significant in modelling the ITT experiment. The application of the time-dependent boundary condition can reduce the uncertainty of the rock properties and boundary conditions within the rock, so that it improves the model ability to simulate the hydraulic-mechanical behaviour of unsaturated swelling clay.

No description available.

A low-clay version of fine translucent china was designed to have desired properties and acceptable behaviour during manufacture. Low-clay contents of 10 to ISw/o were employed to reduce the deterious effects of preferential clay particle alignment and its adverse effect on colour. For example, alignment of clay particles in cast wares causes anisotropic drying and firing shrinkages and these cause distortion. Replacing clay with a pre fired body with low Fe and Ti contents, as in the present case, allowed a very white material to be produced. The prefired body was made with calcium carbonate, aluminium trihydroxide, quartz and a small fluxing addition of an hydrated magnesIUm carbonate. Desification of a whiteware is enhanced by increasing volume fraction of the viscous liquid and reducing by its viscosity. Both of these also enhance sagging. Consequently, compositional change cannot on its own lead to the favourable combination of high density, required to give translucency, with little sagging, that will allow wares to be fired without significant distortion. It was found by trail and error that use of finer particles reduced the sagging occurring in the densification heat treatment and enhanced densification. This finding allowed the body to be designed so that it densified without sagging excessively. After establishing this important result, an iterative approach was employed to produce a ware that was very white, translucent, had the required thermal expansion coefficient for glaze fitting, shrank acceptably during the first firing and did not sag during the second firing that stimulated glost firing. The finding on sagging was applied to an anorthite/mullite porcelain body that was under development. This body was also made with a low-clay content and the same prefired body. This whitware has potential to replace bone china and hard porcelain for use in the servere service conditions of hotels and restaurants. It has a higher fracture toughness than hard porcelain but has the same scratch resistant glaze and is more resistant to thermal shock. The sagging of the anorthite/mullite porcelain was substantially reduced while the body was densified. This was achieved by using a combination of finer particles and a reduction in the liquid-phase content that developed during firing.

Thesis (PhD)--University of South Australia, 2003.