Abstract Eight Quarrying Companies Royal Engineers were raised during World War II, the first four in 1940. Unable to deploy to France as planned, these were used initially for bomb disposal, but from January 1941 companies 851 and 854 (succeeded in 1942 by 857) quarried stone for the construction of two military ports in western Scotland. In early to mid-1943, these companies were sent to support Allied forces in the North African Campaign and, from December 1943, the subsequent Italian Campaign. Other companies initially focused on ports and airfields associated with operations in the Atlantic: Company 853 quarried from 1941 to 1942 in Northern Ireland; Company 855 was deployed in 1941 to Poolewe in NW Scotland, before assignment in 1942–43 to Gibraltar; and companies 125 and 856 quarried from 1942 to 1943 on the Faroe Islands. Four companies were successively employed from 1942 to 1944 quarrying in Oxfordshire to aid the construction of a Central Ordnance Depot. Although three companies were operational in the Mediterranean region, the other five were united in 1944 to form a Quarry Group to support Allied operations in Normandy and the subsequent campaign across northern France, Belgium and into Germany. All eight received some geological guidance; all were disbanded before 1947.

Abstract Geotourism is a relatively new form of tourism with considerable growth potential. Initially researched and defined within the UK, it is a growing field of international academic study. The term passed into general usage in the early 1990s, although its antecedents date back to the seventeenth century. Its resource base includes geosites, museum, library and archive collections and artistic outputs. It has significant social history and industrial archaeology underpinnings. Relatively recently defined, and benefiting from a new appreciation of its historical roots and various outcomes, the concept is already undergoing redefinition and refinement. However, because of an inadequately developed historical perspective and theoretical framework, the rationale for its provision and the societal significance of its resource base is not always fully appreciated by existing and potential stakeholders. This account presents geotourism's historical and theoretical development, especially in Britain from which examples are drawn, and explores its likely future.

Abstract Among Wealden towns Tunbridge Wells is comparatively new. Before the Civil Wars of the 1640s there was no village here, nor any name on a map. Chance finding of chalybeate springs a few miles south of Tunbridge (now Tonbridge ) attracted attention at Court, and even gynaecological interest. Curiously, this provides explanations both for the supposed virtues of the waters and the founding of a summer resort. By repute, the springs were discovered in 1606, though this story was already 160 years old before it first appeared in print. Verifiable facts indicate that Thomas Neale, FRS, (1641–1699) was the main agent in organizing the nascent resort’s amenities, beginning in 1676 with plans to construct a chapel or assembly room. The springs themselves issue from Lower Cretaceous Wealden beds, a few feet above the Wadhurst Clay, in a shallow valley formed by the headwaters of the River Grom. Siderite (iron carbonate or chalybite) abounds in these formations.

Abstract Joseph Lucas joined the Geological Survey in 1867 and spent almost 9 years mapping in Yorkshire. Forced to resign in ignominious circumstances, for the rest of his life he earned his living advising on groundwater supplies. In 1874 he was the first to use the term hydrogeology in its modern context and defined this new subject in a series of papers in the 1870s. He drew the first British maps showing groundwater contours and described how to carry out a hydrogeological survey. For many years he lobbied for such a survey to be carried out over the whole country and for it to be used as a basis for water resource planning. He was an accomplished linguist, translating material from a variety of European languages, and wrote books on natural history and genealogy. He and his family lived at Tooting, in south London, where he is buried in the Churchyard of Saint Nicholas.

Abstract In engineering terms, all materials deposited as a result of glacial and periglacial processes are transported soils. Many of these deposits have engineering characteristics that differ from those of water-lain sediments. In the UK, the most extensive glacial and periglacial deposits are tills. Previously, engineering geologists have classified them geotechnically as lodgement, melt-out, flow and deformation tills, or as variants of these. However, in this book tills have been reclassified as: subglacial traction till, glaciotectonite and supraglacial mass-flow diamicton/glaciogenic debris-flow deposits (see Chapter 4 , Sections 4.1 – 4.3 ). Because this classification is new, it is not possible to relate geotechnical properties and characteristics to the subdivisions of the new classification. Consequently, the domain/stratigraphic classification, recently developed by the British Geological Survey and others, has been used and their geotechnical properties and characteristics are discussed on this basis. The geotechnical properties and characteristics of the other main glacial and periglacial deposits are also discussed. For some of these (e.g. glaciolacustrine deposits, quick clays and loess), geohazards relating to the lithology and/or fabric of the deposit are discussed along with their properties. Other geohazards that do not relate to lithology and/or fabric are discussed separately as either local or regional geohazards. In some cases (e.g. glaciofluvial sands and gravels), the geotechnical properties and behaviour are similar to sediments deposited under different climatic conditions; these deposits are therefore not discussed at length. Similarly, some of the local geohazards that are found associated with glacial and periglacial deposits relate to current climatic conditions and are not discussed here. Examples include land-sliding and highly compressible organic soils (peats).