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NARROW
GeoRef Subject
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all geography including DSDP/ODP Sites and Legs
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Asia
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Far East
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Singapore (1)
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Atlantic Ocean
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North Atlantic
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Primary terms
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absolute age (2)
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Asia
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Far East
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Singapore (1)
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Atlantic Ocean
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Atlantic Ocean Islands
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Australasia
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carbon
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C-14 (2)
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Cenozoic
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Holocene (2)
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upper Pleistocene
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upper Devensian (2)
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Tertiary
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Paleogene
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Eocene
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lower Eocene
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London Clay (1)
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climate change (1)
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United Kingdom
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soils
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sedimentary rocks
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sedimentary rocks
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sedimentary structures
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sedimentary structures
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varves (1)
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soft sediment deformation (1)
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sediments
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sediments
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soils
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Bothkennar test site
In situ determination of G hh at Bothkennar using a novel seismic method
Selecting the location, and the initial investigation of the SERC soft clay test bed site
Engineering behaviour and mechanical–empirical relationships for a problematic New Zealand tropical residual soil
The hydraulic conductivity of Singapore Marine Clay at Changi
Geotechnical profiling of deep-ocean sediments at the AFEN submarine slide complex
Post-reclamation changes in estuarine mudflat sediments at Bothkennar, Grangemouth, Scotland
Abstract The Engineering & Physical Sciences Research Council research site at Bothkennar is located on former intertidal mudflats adjacent to the Forth estuary, which were reclaimed for agricultural use around the year 1784. A desiccated surface crust has developed in the 200 years following the reclamation, largely in response to the introduction of artificial drainage. Its formation has involved both compaction and material translocation, due to effective stress changes and to infiltration and geochemical alteration respectively. At first, new deposits accumulated in an artificial tidal lagoon and underwent autocompaction under saturated conditions. The subsequent introduction of field drains and cultivation then induced suction stresses due to evapotranspiration, leading to overconsolidation by around 150–200 kPa. These processes have also been associated with the development of an immature soil profile to a depth of around 0.7 m. The infiltration of fresh water has caused both desalination and the eluviation of clay particles. There is also a general rise in pH and fall in Eh with depth, which is associated with leaching and the downward translocation of DCB (dithionate-citrate-bicarbonate) soluble iron compounds. We conclude that the physical development of the crust was rapid and is now largely completed, whereas the chemical development is not yet completed and thus the soil profile remains immature.
A Windermere Interstadial marine sequence: environmental and relative sea level interpretations for the western Forth valley, Scotland
The geophysics contributions from the QJEGH , 1967 – 2015
The 2nd Hanrahan Lecture: Geotechnical properties of Irish compressible soils
A comparison of small strain stiffness in till as measured by seismic refraction and barometric loading response
The Third Glossop Lecture: Clay Sediments in Depositional Basins: the Geotechnical Cycle
Late Devensian marine deposits (Errol Clay Formation) at the Gallowflat Claypit, eastern Scotland: new evidence for the timing of ice recession in the Tay Estuary
Geotechnical characteristics of a high-porosity deep-sea clay sample retrieved from within a giant scour and its implications for local geological history
Glacio-marine clay resistivity as a proxy for remoulded shear strength: correlations and limitations
INSIGHTS INTO DIAGENESIS AND PORE STRUCTURE OF OPALINUS SHALE THROUGH COMPARATIVE STUDIES OF NATURAL AND RECONSTITUTED MATERIALS
Chapter 7 Quick clay behaviour in sensitive Quaternary marine clays – a UK perspective
Abstract The term quick clay has been used to denote the behaviour of highly sensitive Quaternary marine clays that, due to post depositional processes, have the tendency to change from a relatively stiff condition to a liquid mass when disturbed. On failure these marine clays can rapidly mobilise into high velocity flow slides and spreads often completely liquefying in the process. For a clay to be defined as potentially behaving as a quick clay in terms of its geotechnical parameters it must have a sensitivity (the ratio of undisturbed to remoulded shear strength) of greater than 30 together with a remoulded shear strength of less than 0.5 kPa. The presence of quick clays in the UK is unclear, but the Quaternary history of the British islands suggests that the precursor conditions for their formation could be present and should be considered when undertaking construction in the coastal zone.