The origin of fault scarps & fissures on moorland plateaux & in the vicinity of landslides, in the South Wales Coalfield, UK

Fault scarps and fissures occur on moorland plateaux and in the vicinity of deep-seated landslides in the South Wales Coalfield, UK. These scarps may reach about 4 m in height and 3-4 km in length. The ages of the fault scarps and fissures are difficult to determine. Their relatively fresh and unweathered appearance would seem to suggest they were generated during subsidence as a result of coal mining which has taken place for some 150 years. However, their large magnitude, which make them dramatic features of the landscape, sets them apart from the much lesser features generated during coal mining subsidence in other UK coalfields. Some fault scarps seem to pre-date Ordnance Survey and British Geological Survey maps from the late 1800s-early 1900s. As total extraction (longwall) methods associated with fault reactivation had yet to develop widely at that time it is probable that mining subsidence alone could not have generated such distinct topographic features. The paper reviews the evidence of analogous non-mining fault steps and fissuring, mine abandonment plans and recent fissure treatment works to cast new light on the origin and development of these features. A conceptual model to demonstrate the causative mechanisms and evolution of fissures is also presented. The paper concludes that some fault steps and fissures developed in response to stress relief caused by deglaciation and periglacial activity and have subsequently undergone a later phase of development as a consequence of differential mining subsidence

Engineering geology maps of the UK

School and university students of geology, engineering geology and geotechnical engineering generally have less knowledge of engineering geological conditions than those who have had experience of hands-on research or practice. In the UK, the number of geology, geoscience and earth science departments has reduced over the past 25 years. Engineering geology has a very weak academic base and geology is taught less to civil engineering students than previously

A tribute to Professor William Dearman : new small-scale engineering geological maps of the United Kingdom

Professor William Robert (“Bill”) Dearman was the first British Professor of Engineering Geology and a world leader in the development of engineering geological mapping techniques and methodologies, recognised by being awarded the IAEG’s Hans Cloos Medal. The maps described here would not have been completed without his initial ideas and interpretative work. It is a great regret that the maps were not finished in time for him to see them before his death in January 2009. This paper and the maps described in it are, therefore, dedicated to his memory

Urban engineering geological maps for Bradford, UK

An applied geological study of the City of Bradford Metropolitan District, UK, was the last of a series of British Government-funded projects to provide background applied geological information for land-use planning and development. This study included a range of engineering geological maps. As well as providing a general engineering geological overview, the maps show foundation conditions, suitability of deposits as engineered fill, excavatability, the thickness of superficial deposits and landslide distribution and slope steepness. The paper briefly describes the content of the maps and how they were produced

Sustaining community-university partnerships

In recent years there has been a huge growth in the academic literature on community-university partnership working. However, much of this is practice based and the issue of how such partnerships can be sustained over time is not adequately reflected in the literature. This introductory chapter lays the foundations for the subsequent thirteen articles by first discussing notions of sustainability, in part by providing a brief overview of the Community University Partnership Programme (Cupp) at the University of Brighton, UK. After a period of rapid growth, we are increasingly concerned with how to sustain the reciprocal relationships that underpin long-term engagement, a situation exacerbated by potential looming funding cuts. Paradoxically, however, this article suggests that while funding is an important element of sustainability, the current economic challenges may help to generate sustainability as community-university partnerships are forced to examine what other factors contribute to lasting relationships. It is these ‘other factors’ that the articles in this collection fruitfully explore. Coming from the United States, the United Kingdom and Australia, they examine the core research question that concerns us: how do we address the challenges of building sustainable community-university partnerships, especially with disadvantaged and excluded communities, at a time of diminishing resources? Despite the wide range of community needs and methodological diversity involved, the articles suggest that some common characteristics underpin sustainability. These include: genuine reciprocity; mutual learning; and a creative approach to partnership building that recognises the diverse purposes of partners. This introductory chapter concludes that there is a need to further refine our understanding of community-university partnerships through the development of more theoretical models of sustainability. Keywords: sustainability, partnerships, reciprocal relationships, mutual learnin

The long-term effects of voting for autocracy: evidence from Russia

Do different Russian generations differ in their propensity to vote? Drawing on evidence from Soviet and post-Soviet elections, we consider how early-life electoral experiences influence voters’ life-long voting propensity. The empirical analysis relies on a harmonized dataset of survey data covering all national elections between 1991 and 2018. We estimate differences in turnout propensity across generations using several forms of age–period–cohort analysis including hierarchical age-period-cohort analysis and semi-parametric generalized additive models. Findings suggest that generations voting for the first time in elections taking place between 1946–1966 have a higher propensity to vote than others. Complementing quantitative evidence with extensive description, we propose that state-led mobilization efforts under Communism and the opportunity to vote in regularly held elections may account for these effects. Our research has implications for research on the consequences of authoritarian elections and their impact on long-term voter behaviour

Canadian Solar Road Panel Design: A Structural and Environmental Analysis

Solar road panels are a technology that have the ability to revolutionize the way that roads are built and how electricity is generated. Strong incentives towards sustainable solutions in both of these fields have led to the design of innovative, multifaceted solutions, of which solar road panels are one of the most recent entrants. This research presents some initial analysis into the design of solar road panels from the perspective of Canadian pavement engineering. The hypothesis of this research was as follows: A specially designed modular panel can be constructed to withstand the structural and environmental loads on Canadian pavement structures while simultaneously generating electricity through embedded photovoltaic cells. Through a process that covers the design, construction, and analysis of the structural elements of a solar road panel prototype, this research evaluated the impact that solar road panels can have for Canada’s pavement infrastructure. Specific elements researched include the material selection for such a panel, the flexural response of the composite structure, how the panel will interact with traditional pavement and geotechnical materials while in use, and the change in performance of transparent layer materials as they are subjected to freeze-thaw cycling and scaling. The research found that the initial prototype design included a two 10-mm tempered glass pane transparent layers with a 12.7-mm GPO-3 optical layer and 19.1-mm GPO-3 base layer. The concept being that the glass would provide the rigidity required to protect the fragile solar cells while the fiberglass laminate has demonstrated performance as a traffic-supporting material in adverse conditions. Testing of this structure found that the performance was easily duplicated through finite element analysis, given that the material properties were assumed to be more rigid than the averages for tempered glass and GPO-3. Further finite element analysis demonstrated that the prototype solar road panel would not fail through traditional fatiguing methods, and in all cases on concrete, asphalt, granular, and subgrade bases the panels improved the performance characteristics of the structural base. The environmental conditioning of acrylic, glass, and polycarbonate specimens demonstrated that glass is the ideal material choice for the transparent layer for Canadian solar road panels. It proved to have the greatest freeze-thaw and scaling resistance of the three materials, and while the friction characteristic of the flat glass samples would not be suitable for driving on, avenues of research were identified that could improve this characteristic. In summary, the research conducted clearly proved the hypothesis; it is possible to build a structure that can house a photovoltaic system while supporting the structural and environmental loads that Canadian pavement are exposed to. The ideal panel would be constructed with a tempered glass transparent layer, GPO-3 optical and base layers, and the structure would be installed on a concrete structural base. The refinement of this design will be the scope for future research

Engineering geology of British rocks and soils : Lias Group

The report begins with an introduction and a detailed modern assessment of the geology of the Lias Group in terms of both stratigraphy and lithology. The modern lithostratigraphy is placed in the context of the old, and sometimes more familiar, usage. The next two chapters deal with the mineralogy of a suite of samples collected for the project, and an assessment of the nature and influence of weathering based on a detailed analysis of the Lias dataset held in the BGS National Geotechnical Properties Database. The following chapters cover geohazards associated with the Lias Group, and a brief overview of the wide variety of industrial applications for which the Lias is well known. The geotechnical database forms the basis of the penultimate chapter, geotechnical properties. The contents of the database are analysed, interpreted, presented in graphical form, and discussed in terms of statistical variation and in the light of likely engineering behaviour. The engineering geology of the Lias Group is discussed in the final chapter, borrowing from the preceding chapters. A comprehensive cited reference list and a bibliography are provided. In addition to the large number of technical data provided to BGS, a small data set has been generated by BGS laboratories, particularly in areas where the main database was deficient, and also in connection with associated BGS studies of the swelling and shrinkage properties of the Lias Group. The individual items of data making up the database are not attributed. However, the contribution of a wide range of consultancies, contractors, authorities, and individuals is acknowledged. It is hoped that this report will provide a source of useful information to a wide range of engineers, planners, scientists, and other interested parties concerned with Lias Group materials. It should be noted that whilst quantitative technical data are included in this report, these should not be used as a substitute for proper site investigation

Leeds: a geological background for planning and development : 1:10000 sheets SE23NW, NE, SE and SE33NW, NE, SW, SE: parts of 1:50000 geological sheets 69 (Bradford), 70 (Leeds), 77 (Huddersfield) and 78 (Wakefield)

This study, carried out between 1989 and 1991, was commissioned by the Department of the Environment and funded jointly by the Department and the British Geological Survey. Its principal aim was to produce a synthesis of geological information relevant to the land-use planning for development and redevelopment for a large part of the Leeds district. This report is aimed at those involved in planning and development. Much of the information is provided on a series of thematic maps, each of which concentrates on a specific aspect of the geology relevant to landuse. These are suitable for use in forward planning for development and conservation, and as a background to desk studies, prepared in advance of specific development proposals. However, they must not be used in place of results of adequate site investigations when development is being considered. In addition to the information contained in the report, sources of other more detailed data are indicated