nerc.ac.uk

Material properties and geohazards

Culshaw, M.G.; Entwisle, D.C.; Giles, D.P.; Berry, T.; Collings, A.; Banks, V.J.; Donnelly, L.J.. 2017 Material properties and geohazards. In: Griffiths, J.S.; Martin, C.J., (eds.) Engineering geology and geomorphology of glaciated and periglaciated terrains. London, UK, Geological Society of London, 599-740. (Engineering Geology Special Publication, 28, 28).

Before downloading, please read NORA policies.
[img]
Preview
Text
Chapter 6 no tables 10 Mar 16 JSG minor edits.pdf - Accepted Version

Download (52MB) | Preview

Abstract/Summary

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 landsliding and highly compressible organic soils (peats).

Item Type: Publication - Book Section
Digital Object Identifier (DOI): https://doi.org/10.1144/EGSP28.6
ISSN: 0267-9914
Date made live: 27 Feb 2018 14:50 +0 (UTC)
URI: http://nora.nerc.ac.uk/id/eprint/519412

Actions (login required)

View Item View Item

Document Downloads

Downloads for past 30 days

Downloads per month over past year

More statistics for this item...