Search results for "Clay"

showing 10 items of 349 documents

Heat-Resistant Fully Bio-Based Nanocomposite Blends Based on Poly(lactic acid)

2013

Poly(lactic acid) (PLA) is melt mixed with polyamide 11 (PA11) to obtain a heat-resistant fully bio-based blend with PLA as the dominant component. The goal is achieved by adding small amounts of organoclay (OMMT), which is used to manipulate the blend microstructure. The selective positioning of the OMMT inside the PA11 and at the PLA/PA11 interface turns the blend morphology from drop/matrix into co-continuous at high PLA content (70 wt%). The OMMT-rich PA11 framework that interpenetrates the major PLA phase effectively contributes to bear stresses, and the nanocomposite blend keeps its structural integrity up to ≈160 °C, i.e., about 100 °C above the PLA glass transition.

Heat resistantNanocompositeMaterials sciencenanocompositePolymers and PlasticsBIOPOLYMERSGeneral Chemical EngineeringDrop (liquid)Organic Chemistrybiodegradable polymerMicrostructureNANOCOMPOSITESLactic acidchemistry.chemical_compoundPOLYMER BLENDSchemistryPolyamideMaterials ChemistryPLAOrganoclayComposite materialGlass transitionMacromolecular Materials and Engineering
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Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths

2022

AbstractDespite the increasing understanding of bentonite behaviour, there is still missing evidence on how different hydro-mechanical loadings, including sequences of hydration and compression, affect the fabric and the volume change behaviour of the material. It is generally assumed that the interplay between the behaviour of clay assemblages and the overall fabric of the material is the reason of having final states that are dependent on the stress path followed. Here the results of an experimental campaign aiming to study these factors are reported and discussed. Free swelling and swelling pressure tests were performed, both followed by compression to a relatively high stress. The exper…

Hydro-mechanical responseSettore ICAR/07 - GeotecnicaBentoniteClay fabric evolutionEarth and Planetary Sciences (miscellaneous)Swelling pressurePore size distributionStress-path dependencyGeotechnical Engineering and Engineering GeologyActa Geotechnica
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The Landslide of Agrigento Hill (Sicily, Italy)

2018

This paper illustrated the geological, morphological and hydrogeological studies performed for the analysis and monitoring of the landslide involving the northern side of the hill of Agrigento (335 m a.s.l.) on which the ancient Cathedral was built during the 11th Century. The hill is made of a typical Plio-Pleistocene transgressive succession made of clays (M. Narbone formation), calcarenites, sands and clayey soils (Agrigento formation). The area has been unstable since 1315, involving both the little-welded, very porous and fractured calcarenitic sections (E-W) from Pleistocene and the clay layers interstratified within these sections. Since 1924, from time to time, various typologies of…

HydrogeologyDiscontinuity (geotechnical engineering)PleistoceneGeochemistryLandslideEcological successionTransgressiveAnomalous behaviorClay soilGeology
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Estimating the USLE soil erodibility factor in Sicily, South Italy

2012

The Universal Soil Loss Equation (USLE) is used by professionals and technicians to predict soil loss by water erosion and to establish soil conservation measures. One of the key elements of the USLE is the K factor, which is a measure of the soil erodibility. Given the difficulty in collecting sufficient data to adequately measure K, early in the USLE's history the soil erodibility nomograph method was developed to allow estimation of K based on standard soil properties. Since the nomograph approach was developed based on a small number of soils in the United States, it is necessary for other contexts to check the nomograph's ability to predict the soil's true erodibility. Considering that…

HydrologyWater erosionerodibilitàSoil organic matterGeneral EngineeringSoil scienceK factorUniversal Soil Loss EquationSoil waterSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliEnvironmental scienceSoil propertiesSoil conservationClay soil
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Influencia de la litología en los procesos de erosión en <i>badlands</i>. Los casos de Anna (Valencia) y Petrer (Alicante)

1997

By means of experiments with simulated rainfall the hydrological and erosional behaviour of degraded surfaces (badlands) developed on two different parent materials (marls and clays) is studied. On the Keuper clays, the ponding (4'07") and runoff (6' 36") initiation is delayed, the infiltration rates (38.63 mm h<sup>-1</sup>) are high, and the runoff coefficient (11.2 % after 30 minutes and 19.4 % after 60 minutes) and the erosion rates (13 g m<sup>2</sup> h<sup>-1</sup>) are low. On the contrary, over Cretaceous marls, the ponding (1’ 37") and the surface runoff (2' 52") initiation is very rapid, the infiltration rates are low (11.2 mm h<sup>-1<…

Hydrologyparent materialEcologymarlsKeuperhydrologyerosionCretaceousVegetation coverRunoff coefficientsimulated rainfalllcsh:QH540-549.5MarlErosion</keyword><keyword>Badlandsclayslcsh:EcologySurface runoffEcology Evolution Behavior and SystematicsPondingGeologyPirineos: Revista de Ecología de Montaña
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Site-specific halloysite functionalization by polydopamine: A new synthetic route for potential near infrared-activated delivery system

2022

Abstract Halloysite nanotubes (HNTs) represent a versatile core structure for the design of functional nanosystems of biomedical interest. However, the development of selective methodologies for the site-controlled functionalization of the nanotubes at specific sites is not an easy task. This study aims to accomplish a procedure for the site-selective/specific, “pin-point”, functionalization of HNTs with polydopamine (HNTs@PDA). This goal was achieved, at pH 6.5, by exploiting the basicity of ZnO nanoparticles anchored on the HNTs external surface (HNTs@ZnO) to induce a punctual polydopamine polymerization and coating. The morphology and the chemical composition of the nanomaterial was demo…

Hyperthermia effectPolydopamineIndolesMaterials sciencePolymersHalloysite nanotubeNanotechnology02 engineering and technologyengineering.material010402 general chemistry01 natural sciencesHalloysiteNanomaterialsBiomaterialsColloid and Surface ChemistryCoatingSecondary modificationDelivery systemNanotubesAqueous solutionSite-specific functionalizationbiologyHalloysite nanotubesHyperthermia effects021001 nanoscience & nanotechnologyGrafting0104 chemical sciencesSurfaces Coatings and FilmsElectronic Optical and Magnetic MaterialsPolymerizationBiotin-avidin interactionbiology.proteinengineeringClaySurface modification0210 nano-technologyAvidinJournal of Colloid and Interface Science
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Data for: Computational Study of Water Adsorption on Halloysite Nanotube in Different pH Environments

2020

Optimized structures of all systems reported in the manuscript THIS DATASET IS ARCHIVED AT DANS/EASY, BUT NOT ACCESSIBLE HERE. TO VIEW A LIST OF FILES AND ACCESS THE FILES IN THIS DATASET CLICK ON THE DOI-LINK ABOVE

Interdisciplinary sciencesOtherClay-Water
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Importance des variations latérales discrètes dans les apports détritiques, observées dans des faciès de rampe sédimentaire riches en matière organiq…

2017

17 pages; International audience; We studied a potential petroleum source rock deposited in a clastic-dominated ramp environment: the Argiles de Châtillon Formation (Kimmeridgian-Tithonian, Boulonnais area, northern France). The formation was deposited along a proximal-distal gradient on this ramp affected by synsedimentary fault movements. A sedimentological, mineralogical and geochemical study was conducted to decipher the distribution patterns of sedimentary parameters along such a depth increase over the ramp. It comes out that smectite distribution unexpectedly mimics the lateral depth evolution despite the good floatability of the mineral. It is also observed that the Argiles de Châti…

Kimméridgien-Tithonien010504 meteorology & atmospheric sciencesSulfideBoulonnaisGeochemistryMineralogy[ SDU.STU.ST ] Sciences of the Universe [physics]/Earth Sciences/Stratigraphy010502 geochemistry & geophysics01 natural sciencesKimmeridgian-TithonianSedimentary depositional environment[SDU.STU.GC]Sciences of the Universe [physics]/Earth Sciences/GeochemistrygéochimieOrganic matterroches mères d'hydrocarbureComputingMilieux_MISCELLANEOUS0105 earth and related environmental sciencesgeochemistryorganic matterchemistry.chemical_classificationminéraux argileuxlcsh:QE1-996.5Geology15. Life on landSedimentationlcsh:Geologyclay mineralschemistrySource rockClastic rockmatière organique[SDU.STU.ST]Sciences of the Universe [physics]/Earth Sciences/Stratigraphypetroleum source rocksSedimentary rock[SDU.OTHER]Sciences of the Universe [physics]/OtherClay mineralsGeology
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EFFECT OF ORGANOCLAY ON THE MORPHOLOGY AND MECHANICAL PROPERTIES OF POLYETHYLENE/POLYAMIDE BLENDS

2008

LDPE/PA11 blendsmechanical propertieorganoclay
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Fabric evolution and the related swelling behaviour of a sand/bentonite mixture upon hydro-chemo-mechanical loadings

2015

This experimental study investigates the swelling behaviour of an 80/20 sand/bentonite mixture and the associated fabric evolution under different hydro-chemo-mechanical loadings. Free and confined swelling tests are performed on specimens compacted to different dry densities and wetted with different pore fluids. Controlled suction confined swelling tests are performed to determine the suction–swelling pressure relationship for two different densities. An extensive microstructural characterisation is performed to relate the observed swelling behaviour to the evolution of the different pore networks during wetting. Based on the microstructural analysis, an expression is proposed to determi…

Laboratory testMaterials scienceSuction010504 meteorology & atmospheric sciencesExpansive clay0211 other engineering and technologiesMixing (process engineering)02 engineering and technologylaboratory testsFabric/structure of soil01 natural sciencesPartial saturationswellingmedicineEarth and Planetary Sciences (miscellaneous)Geotechnical engineeringComposite material021101 geological & geomatics engineering0105 earth and related environmental sciencessand/bentonite mixturesChemo mechanicalExpansive soilexpansive soilsGeotechnical Engineering and Engineering Geologyfabric evolutionBentonitefabric/structure of soilsWettingHCM loadingsSwellingmedicine.symptomDry densitypore water chemistry
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