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The purpose of the paper is to explore the structural feasibility of substituting traditional thick joint mortars with earth slurry mortars modified with varying amounts of sand. Thin jointing of earth blocks would reduce the cost of sustainable earth construction.

Compressive strength of earth‐block cubes was determined. Flexural strength was measured using the BRE electronic bond wrench, which enables block couplets to be tested quickly and accurately. Three samples of earth block, one from southwest England and two from East Anglia, together with nine examples of earth slurry mortar jointing were studied, including the effect of reinforcing the joint and or the block using hessian.

The 28‐day cube characteristic compressive strengths were determined for Appley soil, Norfolk lump and Beeston soil, the last with 0 per cent sand, 25 per cent sand and with 25 per cent sand with hessian. The flexural strengths of Appley and Beeston earth slurries were determined, along with Thermalite thin jointed cement and cement mortar for comparison. The Beeston soil flexural strength increased with increasing sand content. Earth slurry with 40 per cent sand and hessian present in the joint gave the greatest strength. It is important to use blocks and slurry mortars of the same soil. Extruded and compressed earth blocks are best suited to slurry jointing.

This work successfully demonstrates the structural feasibility of carefully reducing the thickness of earth mortars when constructing sustainable earth block walling. Characteristic flexural strengths are suggested where the test results were sufficiently consistent, and of a magnitude likely to be useful in design.

The paper aims to evaluate drying performance of earth mortar by solar drying for more durability, minimize pathologies in traditional construction and determine the influence of temperature and humidity on the microstructure of earth mortar using static gravimetric method.

A convective solar dryer was used for the pretreatment of building and solid materials for construction.

The humidity influences the mortar sorption – surface water sorption of earth mortar increased with increasing temperature.

The study used a novel method for pretreatment building materials by using solar dryer.

Explores damp in the context of historic buildings, explaining why these structures require an individualistic approach. Outlines historic building materials and construction and the history of damp treatments. Discusses the causes of damp related damage, concentrating on direct penetration of rainwater, rising damp, condensation and hydroscopic salts. Details the principles of historic pointing and rendering, and the differences in modern techniques, touching on preventatives such as leadwork, water repellents and consolidants. Concludes that the primary consideration when working on any aspect of historic building work is that any clash between building conservation and human comfort ought to favour the building.

Heavy rainfall is one of the main causes of the degradation of historic rammed Earth architecture. For this reason, ensuring the conservation thereof entails understanding the factors involved in these risk situations. The purpose of this study is to research three past events in which rainfall caused damage and collapse to historic rammed Earth fortifications in Andalusia in order to analyse whether it is possible to prevent similar situations from occurring in the future.

The three case studies analysed are located in the south of Spain and occurred between 2017 and 2021. The hazard presented by rainfall within this context has been obtained from Art-Risk 3.0 (Registration No. 201999906530090). The vulnerability of the structures has been assessed with the Art-Risk 1 model. To characterise the strength, duration, and intensity of precipitation events, a workflow for the statistical use of GPM and GSMaP satellite resources has been designed, validated, and tested. The strength of the winds has been evaluated from data from ground-based weather stations.

GSMaP precipitation data is very similar to data from ground-based weather stations. Regarding the three risk events analysed, although they occurred in areas with a torrential rainfall hazard, the damage was caused by non-intense rainfall that did not exceed 5 mm/hour. The continuation of the rainfall for several days and the poor state of conservation of the walls seem to be the factors that triggered the collapses that fundamentally affected the restoration mortars.

A workflow applied to vulnerability and hazard analysis is presented, which validates the large-scale use of satellite images for past and present monitoring of heritage structure risk situations due to rain.

The paper seeks to bridge the already familiar benefits of 3D printing (3DP) to the rehabilitation of cultural heritage, still based on the use of complex and expensive handcrafted techniques and scarce materials.

A compilation of different information on frequent anomalies in cultural heritage buildings and commonly used materials is conducted; subsequently, some innovative techniques used in the construction sector (3DP and 3D scanning) are addressed, as well as some case studies related to the rehabilitation of cultural heritage building elements, leading to a reflection on the opportunities and challenges of this application within these types of buildings.

The compilation of information summarised in the paper provided a clear reflection on the great potential of 3DP for cultural heritage rehabilitation, requiring the development of new mixtures (lime mortars, for example) compatible with the existing surface and, eventually, incorporating some residues that may improve interesting properties; the design of different extruders, compatible with the new mixtures developed and the articulation of 3D printers with the available mapping tools (photogrammetry and laser scanning) to reproduce the component as accurately as possible.

This paper sets the path for a new application of 3DP in construction, namely in the field of cultural heritage rehabilitation, by identifying some key opportunities, challenges and for designing the process flow associated with the different technologies involved.

Introduction The Victorian engineers built literally miles of mass brickwork retaining walls. Such walls relied on their dead weight to resist the overturning forces and tensile stresses caused by the retained earth, or other material. But the walls were of relatively massive thickness, under‐exploited brick‐work's compressive strength, and were structurally restricted by brickwork's low tensile strength. The advent of the more cost‐effective reinforced concrete walls saw their vitual eclipse. Reinforcing the brickwork could result in a come‐back.

The World Heritage site of Moenjodaro, located in the Indus flood plain and dating to the early Bronze Age, is believed to be the most important urban centre of the Indus valley culture. The purpose of the paper is to discuss the main conservation threats and the mechanisms of decay affecting the site and to understand the influence of soluble salts on materials such as fired brick and soil. Furthermore, the paper aims to describe the repair methods employed against salt attack and provides a scheme for site management.

In the paper a literature review is followed by laboratory experiments.

The main result is the experimental assessment of the repair materials and methods traditionally employed in Moenjodaro. No evaluation was undertaken prior to this study and this makes the work the more relevant.

A more complete and detailed study of the materials examined here might have been achieved if more samples had been analysed. The present study is therefore characterised by this limitation which, however, does not undermine the significance of the work.

The results have practical applicability to the conservation of Moenjodaro in a variety of ways. The experimental analysis of materials will be essential to determine the type of intervention required for conserving the site.

The value of this paper derives from the originality of the work done, being the first of its kind for Moenjodaro. It will be especially useful to those conservators working in the site, but also in similar sites. It stresses the importance of testing before any conservation work is carried out.

This paper presents the outcomes of the international project “Protecting Landscape Heritage: a requalification project as an instrument for the re-birth of Quang Tri Old Citadel in Vietnam”, achieved with scientific cooperation between the Università Politecnica delle Marche (Italy) and Hue University of Sciences (Vietnam) funded by the Italian Ministry of Foreign Affairs and International Cooperation and Ministry of Science and Technology of Vietnam. The research focuses on the Quang Tri Citadel, founded in 1809 and now in an advanced state of degradation.

For the purpose of rehabilitation, the wide multidisciplinary project first examined the historical context of the military model, the architectural aspects of the structure, the characterization of the existing materials, the degradation levels of different parts, and, finally, a proposal of the suggested interventions.

The original structure and geometry were extrapolated and studied. Building materials were produced with nearby raw materials. Firing temperatures of bricks ranged from 800 to 1,000 °C, hydraulic lime was supposed the binder of the mortar with a calcination temperature lower than 1,000 °C. Damage assessment was provided and after these analyses a requalification project was proposed so the cultural heritage can play a role for the future in the dialog between different cultures.

The requalification project achieved by an integrated analytical approach defines aspects in relation to the restoration of the structures, enabling compliance with the geometry, techniques, building materials used in the original construction and allowing its guardianship and management to align with the historical context of the architectural heritage.

Provides basic steps and general guidelines for the correct use of plaster and render. Includes suggestions of several preparations available to aid this process.

The paper aims at analyzing trends and principal causes of developments in‐house prices in Malta over the past 26 years, with a specific focus on the issue of affordability. This focusing on the strong demand for home ownership and interest from foreign buyers, supply availability together with its relationship to the high vacancy rate existing. Also delved into include the distortions in the rental market, sustainable housing measures, housing densities and high‐rise developments. Finally, noted is the implication on the use of housing as an investment asset in relation to trading on Malta's Stock Exchange

A long‐term approach has been utilized to arrive at deductions. Comparisons undertaken taken mostly with small states.

The present global credit crunch can offer some relief with regard to housing affordability for first time Maltese home buyers. Updating of restricted home rentals can lead to an improved working for the Maltese property market, with some of the large proportion of vacant units being released onto the market.

Based on data collected from National Statistics, together with data bases held in the practice of DHI Periti.

It derives projections for likely future developments in this context and in the light of this discusses some policy options.

An improvement into the quality of life for Maltese households delved into, whilst providing measures for households not to fall below the poverty line also indicated.

Gives original views on projections for the housing affordability index, together with noting that a large vacant property market for the Mediterranean region possibly creates minimal damage to its proper functioning.