Search results for "Clay"

showing 10 items of 349 documents

Late Jurassic palaeoclimatic change from clay mineralogy and gamma-ray spectrometry of the Kimmeridge Clay, Dorset, UK

2009

Abstract: The Late Jurassic was a time of increasing aridity in NW Europe. Here, a new clay mineral dataset is presented from a 600 m thick composite core through the Kimmeridge Clay Formation, southern England. Clay mineral assemblages comprise mainly illite and kaolinite, with minor randomly interstratified illite–smectite mixed-layer clays. SEM observations indicate that clay minerals are mainly detrital, except in silty strata of late Tithonian age, which contain abundant pore-filling kaolinite aggregates. Th/K ratios determined from gamma-ray spectrometry mirror palaeoclimatically significant variations in kaolinite/illite ratios, with notable exception where diagenetic kaolinite occur…

010506 paleontology[SDE.MCG]Environmental Sciences/Global Changesengineering.material[ SDU.STU.ST ] Sciences of the Universe [physics]/Earth Sciences/Stratigraphy010502 geochemistry & geophysics01 natural sciencesPaleontologychemistry.chemical_compound[SDU.STU.GC]Sciences of the Universe [physics]/Earth Sciences/GeochemistryPhanerozoicKaoliniteMesozoic0105 earth and related environmental sciencesGeology[ SDU.STU.GC ] Sciences of the Universe [physics]/Earth Sciences/GeochemistrySilicateDiagenesis[ SDE.MCG ] Environmental Sciences/Global ChangesKimmeridge Claychemistry13. Climate action[SDU.STU.ST]Sciences of the Universe [physics]/Earth Sciences/StratigraphyIlliteengineeringClay mineralsGeologyJournal of the Geological Society
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Isotopic seawater temperatures in the Albian Gault Clay of the Boulonnais (Paris Basin): Palaeoenvironmental implications

2016

13 pages; International audience; Oxygen isotopes were measured on several types of fossil hardparts from the Gault Clay Formation including benthic and planktonic foraminifera, belemnite guards, and fish small-teeth. Belemnites δ18O values indicate low temperatures (13.5–19.3 °C) with an increase from the Middle to Late Albian. Foraminifera provide variable δ18O values, some too low to be relevant in terms of temperature (until 42 °C). These low values probably result from a diagenetic alteration of the foraminiferal tests even though SEM observations revealed well-preserved microstructures. However, higher foraminiferal δ18O values recorded in some levels indicate temperatures in the rang…

010506 paleontologyδ18OGault Clay FormationForaminifera010502 geochemistry & geophysics[ SDU.STU.ST ] Sciences of the Universe [physics]/Earth Sciences/Stratigraphy01 natural sciencesIsotopes of oxygenForaminiferaPaleontologyPalaeotemperatureBelemnites guardsParis BasinFish teeth14. Life underwaterComputingMilieux_MISCELLANEOUS0105 earth and related environmental sciencesbiologyfungiSelachian teethPaleontologyGeologyPelagic zoneAlbianbiology.organism_classificationDiagenesisSea surface temperature13. Climate actionBenthic zone[SDU.STU.ST]Sciences of the Universe [physics]/Earth Sciences/StratigraphyOxygen isotopes[ SDU.STU.HY ] Sciences of the Universe [physics]/Earth Sciences/HydrologyBelemnitesGeology
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Absorption, translocation and metabolism of pyridate in a tolerant crop (Zea mays) and two susceptible weeds (Polygonum lapathifolium L. and Chenopod…

1988

Summary Absorption, translocation and metabolism of 14C-pyridate were compared in tolerant maize. moderately susceptible Polygonum lapathifolium and susceptible Chenopodium album. Foliar absorption was limited in all species, but comparatively higher penetration levels were observed in younger leaves of dicotyledonous species. The absorbed radioactivity was not very mobile and translocation appeared mainly sym-plastic. Herbicide selectivity could not be explained on the basis of absorption and transport. Chenopodium and P. lapathifolium degraded pyridate and formed unstable water-soluble conjugates that easily released a phytotoxic metabolite. By contrast, more stable unidentified water-sol…

0106 biological sciences2. Zero hungerPolygonumbiologyChenopodiumChromosomal translocation04 agricultural and veterinary sciencesPlant ScienceMetabolism15. Life on landPOLYGONUM LAPATHIFOLIUM Lbiology.organism_classification01 natural sciencesZea maysBotany040103 agronomy & agriculture0401 agriculture forestry and fisheries[SDV.BV]Life Sciences [q-bio]/Vegetal Biology[SDV.BV] Life Sciences [q-bio]/Vegetal BiologyAgronomy and Crop ScienceClay soilEcology Evolution Behavior and SystematicsComputingMilieux_MISCELLANEOUS010606 plant biology & botany
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Specifications for carbonate content quantification in recent marine sediments using Rock-Eval pyrolysis

2019

11 pages; International audience; The amount of CaCO3 in sediments and/or sedimentary rocks is usually measured by calcimetry while the nature of the carbonates is determined by X-ray diffraction. Recently, a carbonate recognition method based on the results of Rock-Eval pyrolysis was proposed in 2014 by Pillot et al. [1]. Rock-Eval pyrolysis is also widely used for the characterization of recent sediments. However, later in 2015 Baudin et al. [2] noticed that some of the characteristics of recent sediments tended to produce different results from those of more classical Rock-Eval analyses, causing bias in interpretations.In this study, the thermal stability of fossil and recent marine carb…

020209 energyGeochemistrySalt (chemistry)Mineralogy[SDU.STU]Sciences of the Universe [physics]/Earth Sciences02 engineering and technologyAnalytical Chemistrychemistry.chemical_compound020401 chemical engineering[SDU.STU.GC]Sciences of the Universe [physics]/Earth Sciences/Geochemistry0202 electrical engineering electronic engineering information engineeringRecent sedimentsAcid attack0204 chemical engineeringChemical decompositionComputingMilieux_MISCELLANEOUSTotal organic carbonchemistry.chemical_classificationCalciteRock-EvalSedimentCarbonates decompositionFuel Technologychemistry13. Climate action[SDU.STU.ST]Sciences of the Universe [physics]/Earth Sciences/StratigraphyCarbonateSedimentary rockRock evalClay mineralsPyrolysisGeologyPyrolysis
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The shear strength of Opalinus Clay shale in the remoulded state

2020

Abstract The Opalinus Clay shale formation is considered as a potential host geomaterial for the Swiss deep geological repository for radioactive waste. It presents different facies and it is characterised by a multi-scale heterogeneous composition, by a typical fissile structure with well-defined bedding planes and by anisotropic hydro-mechanical behaviour. This peculiar complexity makes it difficult to assign a unique set of geomechanical parameters to the material. This paper presents an experimental study aimed at characterising the lowest values of the shear strength parameters. In this sense, the shear behaviour was investigated on remoulded samples where the fabric and the diagenetic…

0211 other engineering and technologies02 engineering and technology010502 geochemistry & geophysicsGeotechnical Engineering and Engineering GeologyTriaxial shear testOpalinus clay remoulded state shear strength01 natural sciencesDiagenesisShear (geology)BedFaciesDeep geological repositoryGeotechnical engineeringComputers in Earth SciencesSafety Risk Reliability and QualityAnisotropyOil shaleGeology021101 geological & geomatics engineering0105 earth and related environmental sciences
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Water retention and swelling behaviour of granular bentonites for application in Geosynthetic Clay Liner (GCL) systems

2016

Geosynthetic Clay Liner (GCL) systems are used as efficient hydraulic barriers in landfills for the disposal of hazardous municipal wastes. Along with geotextiles, bentonite materials are chosen as one of the primary components of GCLs due to their high retention, adsorption, and swelling capacities. GCLs are manufactured using bentonites at a high total suction and hydrated through the uptake of liquid from the subsoil and the confined material as soon as they are installed. Bentonites may exhibit considerable volume change upon wetting. Depending on the confinement stress, the void ratio may significantly increase with a decrease in suction, particularly at higher degrees of saturation. T…

021110 strategic defence & security studiesMaterials science0211 other engineering and technologies02 engineering and technologyGeotechnical Engineering and Engineering GeologyGeosynthetic Clay LinersGeosynthetic Clay LinerWater retentionGranular bentoniteVoid ratioHydraulic conductivityGeosynthetic clay linerBentoniteParticle-size distributionmedicineGeotechnical engineeringWater retention behaviourSwellingmedicine.symptomHydrated void ratioSaturation (chemistry)Swelling potential021101 geological & geomatics engineeringCivil and Structural Engineering
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Experimental study of a naturally weathered stiff clay

2016

Studying the shear strength of a naturally weathered clay is important to understand rain-induced slope failures in weathered soils. However, experimental studies on naturally weathered soils are limited. The paper focuses on the laboratory experimental investigation carried out to analyse the shear strength of a naturally weathered stiff clay that can be found in unsaturated conditions in situ. This has an important practical relevance in the evaluation of the stability conditions of natural slopes at clay outcrops. Different experimental techniques of suction measurement were used to obtain the soil-water retention curve of the clay over a wide range of suctions. Scanning electronic micr…

021110 strategic defence & security studiesNaturally weathered clayUnsaturated undisturbed clayExpansive clayIsotropy0211 other engineering and technologiesMineralogy02 engineering and technologyGeotechnical Engineering and Engineering Geologycomplex mixturesnaturally weathered clay unsaturated undisturbed clay water retention behaviour shear strengthShear (geology)Shear strengthSoil waterGeotechnical engineeringWater retention behaviourMercury intrusion porosimetryTriaxial compressionGeology021101 geological & geomatics engineeringCivil and Structural Engineering
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On the reactivation of a large landslide induced by rainfall in highly fissured clays

2018

Abstract The paper discusses the field investigations, geotechnical characterization and time evolution of horizontal displacements in a wide landslide. The latter, triggered by an earthquake occurring in September 2002, is located in Sicily and involves a thick body of stiff and highly fissured clays belonging to a Varicoloured Clay formation. In order to characterise the reactivation of landslide mechanisms induced by rainfall, a three-year monitoring programme (2008–2011) was implemented to measure rain, pore water pressures, and deep and superficial displacements. The monitoring data made it possible to recognize three distinct landslides, which evolve at variable rates in different dir…

021110 strategic defence & security studiesSettore ICAR/07 - Geotecnica0211 other engineering and technologiesGeologyLandslide02 engineering and technologyGeotechnical Engineering and Engineering GeologyHighly fissured clay Reactivated landslide Monitoring Displacement rate ModellingPore water pressureMonitoring dataResidual shear strengthGeotechnical engineeringDisplacement (fluid)Geology021101 geological & geomatics engineeringEngineering Geology
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Microstructure and shear strength evolution of a lime-treated clay for use in road construction

2020

The results of a comprehensive experimental programme are presented for assessing the long-term microstructural modifications and evaluating the effects of microstructural rearrangement on the stress–strain behaviour of a lime-treated high-plasticity clay for road embankments. The stress–strain behaviour at different lime content and curing time was investigated by means of direct shear tests; microstructural analyses were carried out combining Scanning Electron Microscope observations and Mercury Intrusion Porosimetry tests. The results show that the stress–strain behaviour of treated clay is strongly dilatant with a high peak of strength, which increases with time and lime content. Furthe…

050210 logistics & transportationMaterials scienceRoad constructionSettore ICAR/07 - Geotecnica05 social sciences0211 other engineering and technologies02 engineering and technologyLime-treated soilengineering.materialMicrostructuremicrostructural characterisationMechanics of Materialslaboratory test021105 building & construction0502 economics and businessShear strengthengineeringClaySettore ICAR/04 - Strade Ferrovie Ed AeroportiGeotechnical engineeringshear strengthLimesoil stabilisationCivil and Structural Engineering
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One-dimensional compression and consolidation of shales

2016

This paper presents a comprehensive methodology for analysing the compression and consolidation behaviour of shales. An apparatus was designed to perform oedometric high-pressure tests by applying a maximum vertical total stress of 100 MPa and simultaneously controlling the pore water pressure of the specimen. An analytical method was formulated to analyse the shale consolidation behaviour, which allows information to be gathered on the coefficient of consolidation, stiffness, poroelastic properties, secondary compression and permeability of the tested material as a function of the applied stress conditions. Results obtained on Opalinus Clay shale using the developed methodology are present…

1D compressionPetroleum engineeringConsolidation (soil)Poromechanics0211 other engineering and technologiesStiffness02 engineering and technology010502 geochemistry & geophysicsShaleGeotechnical Engineering and Engineering Geology01 natural sciencesPore water pressurePermeability (earth sciences)medicineShalesGeotechnical engineeringStress conditionsmedicine.symptomOpalinus ClayOil shaleGeologyConsolidation021101 geological & geomatics engineering0105 earth and related environmental sciences
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