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Key Engineering Materials | 2014

Comparing the Environmental Impact of Stabilisers for Unfired Earth Construction

Daniel Maskell; Andrew Heath; Peter Walker

Buildings account for approximately one third of the total worldwide energy emissions, of which approximately a quarter can be attributed to the embodied energy of the building. Current UK legislation for low-energy homes is only concerned with operational energy. Embodied energy, and carbon, is not currently considered but over the design life of an average building is expected to make a significant contribution to the total whole life energy used. Earthen building materials contribute to reduce energy consumption in use through their passive regulation of temperature and humidity. In addition, there can also be significant embodied energy savings compared to other materials. Traditional methods of earthen construction, using locally sourced materials and manual labour require minimal energy for the transport and construction. A greater uptake of earth construction is likely to come from modern innovations such as industrialised manufacture. Extruded fired brick manufacturing processes has the potential to produce a high quality, low cost and low energy product suitable for the mainstream construction sector in both developed and developing nations. By not firing the extruded clay bricks, an embodied energy saving of 86% can be achieved, compared to fired clay, and 25% compared to concrete blocks. However, there are limitations to the structural use of unstabilised earth bricks due to the loss of strength under high moisture content conditions. The use of traditional and novel stabilisation methods can be adopted to address the concerns over strength and durability. Cement and lime are widely used in some countries, but both significantly increase material embodied energy and carbon and can inhibit passive humidity regulation. The paper presents results from a study of the embodied energy of various stabilisers used for unfired clay materials. The Global Warming Potential (GWP) is a measure of the equivalent carbon dioxide that allows for the relative weightings of damaging greenhouse gasses. Both the embodied energy and the GWP figures of various stabilisers are compared and discussed. The conclusion of the work is that there is a maximum quantity of stabiliser than should be used. Typically the quantities of stabiliser are quoted as the amount that gives the maximum strength, but this should take account of not only strength but the environmental impact of achieving the improvement.


Key Engineering Materials | 2014

Geopolymer Stabilisation of Unfired Earth Masonry Units

Daniel Maskell; Andrew Heath; Peter Walker

Contemporary domestic structures typically use masonry units that are approximately 100mm thick. There is interest in using commercial methods of manufacture to produce earthen bricks that have a similar form factor to conventional masonry The large scale adoption of thin walled unfired earth masonry is dependent on its suitability for use in a load bearing application. High moisture content leading to full saturation, for example as a result of flooding, is a concern for unstablised earth construction, especially as wall thickness reduces. The greatest barrier for earth masonry adoption is the durability of the material when affected by high moisture content. Accidental and intentional wetting of a 100mm thick load bearing unfired earth wall could lead to disproportionate collapse. The paper presents initial findings from an investigation into the use of geopolymer mechanism as a method of stabilisation. The use of geopolymer mechanism was chosen as a possible method of improving the water resilience. Soil that is used for commercial extruded fired brick production was chosen. The soil was selected as the precursor (source of the required silica and alumina) and this was mixed with various sodium hydroxide and sodium silicate activators. Specimens were tested both in their dry sate as well as following 24 hours of submersion in water. Compressive strength of cylinders after saturation, was used as an indicator of effective stabilisation. The maximum dry compressive strength achieved was 10.4N/mm2 with the addition of 5% sodium hydroxide and 20% sodium silicate after curing at 105°C. The most significant contributor to the strength gain was the addition of sodium silicate. Although some of the cylinders were able to be tested under fully saturated conditions the strengths achieved were negligible and insufficient for structural application. The potential for geopolymers as a method of stabilising unfired earth bricks is discussed with respect to the compressive strengths achieved.


Nonconventional and Vernacular Construction Materials#R##N#Characterisation, Properties and Applications | 2016

Straw bale construction

Peter Walker; Andrew Thomson; Daniel Maskell

Abstract Straw bale construction offers a sustainable, bio-based insulation material for construction derived from a co-product of cereal food crop production. Even though straw has been used in construction for millennia, the use of straw bales dates from only the late nineteenth century. While the use of straw is still largely niche, it has grown significantly around the world in recent years, supported by new research, construction innovations and building codes of practice. This chapter presents a state-of-the-art review in the current understanding of straw bale materials and construction technologies. Techniques including load-bearing, non-load-bearing and prefabricated panelized construction systems are covered. The structural and hygrothermal properties of straw, together with the fire resistance, structural properties, durability and acoustic performance of wall assemblies are also presented. This second edition includes updates from the latest research and development work on straw bale construction.


Green Composites (Second Edition)#R##N#Natural and waste based composites for a sustainable future | 2017

Green composites for the built environment

Martin P. Ansell; Richard Ball; Mike Lawrence; Daniel Maskell; Andy Shea; Peter Walker

Abstract Green composites used in construction are unlike natural fiber composites developed for automotive and other structural composites where particles or fibers are combined with a polymer matrix to form a composite material, often in the form of relatively thin sheets. Green composites for construction are designed to satisfy the requirements of low-energy, zero-carbon green buildings where walls and other structural building components are highly thermally insulating and breathable, ensuring effective climatic control. Coatings have also been developed for these materials which improve indoor air quality, impacting positively on the health of occupants.


Materials & Design | 2013

Laboratory scale testing of extruded earth masonry units

Daniel Maskell; Andrew Heath; Peter Walker


The Structural engineer | 2012

Modern earth masonry: Structural properties and structural design

Andrew Heath; Daniel Maskell; Peter Walker; Mike Lawrence; Clyde Fourie


Construction and Building Materials | 2014

Inorganic Stabilisation Methods for Extruded Earth Masonry Units

Daniel Maskell; Andrew Heath; Peter Walker


Construction and Building Materials | 2015

Use of Metakaolin with stabilised extruded earth masonry units

Daniel Maskell; Andrew Heath; Peter Walker


Proceedings of the Institution of Civil Engineers – Construction Materials | 2017

Multi-criteria selection of building materials

Daniel Maskell; Andrew Thomson; Peter Walker


Proceedings of the Institution of Civil Engineers - Structures and Buildings | 2015

Structural development and testing of a prototype house using timber and straw bales

Daniel Maskell; Chris Gross; Andrew Thomson; Katharine Wall; Peter Walker; Tim Mander

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Andy Dengel

Building Research Establishment

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Keith Mower

Building Research Establishment

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